University of Toronto T-Space · Web viewReese, L.C., and Hudson, W.R. 1968. Field testing of...

Supplemental Data for cgj-2018-0590.R1

Table S1Load test data (rock type, rock formation, drilling method, and load test method)

Table S1 (cont.)Load test data (rock type, rock formation, drilling method, and load test method)






Table S2Load test data (rock socket geometry, concrete information, rock mass properties, load test results)

Table S2 (cont.)Load test data (rock socket geometry, concrete information, rock mass properties, load test results)






10

Table S3Load test references

SR1-SR18

Williams, A.F. 1980. The design and performance of piles into weak rock. Ph.D. thesis, Department of Civil Engineering, Monash University, Melbourne, Australia.

SR19

Load Test. 2001. Report on drilled shaft load testing (Osterberg Method): East test shaft – US 36 over Republican River (LT-8718-2), Republic Co., KS, Prepared for Kansas Department of Transportation Final Contact Report No. LT-8718-2, Kansas, USA.

SR20

Load Test. 2001. Report on drilled shaft load testing (Osterberg method): West test shaft – US 36 over Republican River (LT-8718-1), Republic Co., KS, Prepared for Kansas Department of Transportation Final Contact Report No. LT-8718-1, Kansas, USA.

SR21

Load Test. 2002. Report on drilled shaft load testing (Osterberg Method): Dedicated test shaft – I235 over Des Moines River (LT-8854), Osborne, KS, Prepared for Jensen Construction Company Final Contact Report No. LT-8854, Des Moines, IA, USA.

SR22

Load Test. 2001. Data report on drilled shaft load testing (Osterberg Method): Test shaft #1 – US 281 over Solomon River (LT-8816), Osborne, KS, Prepared for Kansas Department of Transportation Final Contact Report No. LT-8816, Kansas, USA.

SR23

Load Test. 2004. Report on drilled shaft load testing (Osterberg Method): Test shaft – Route 116 over Platte River (LT-9048), Dearborn, MO, Prepared for Radmacher Bros. Excavating Co., Inc. Final Contact Report No. LT-9048, Pleasant Hill, MO, USA.

SR24

Load Test. 2008. Report on drilled shaft load testing (Osterberg Method): Test shaft #1 – IL5/IL 84 Interchange, Rock Island, Co., IL (LT-9405), Prepared for Civil Constructors, Inc. Final Contact Report No. LT-9405, Freeport, IL, USA.

SR25

Load Test. 2004. Data report on drilled shaft load testing (Osterberg Method): US 75 over Neosho River (LT-9021), Coffey Co., KS, Prepared for Kansas Department of Transportation Final Contact Report No. LT-9021, Kansas, KS, USA.

SR26

Load Test. 2003. Data report on drilled shaft load testing (Osterberg Method): Dedicated Test Shaft US 24 over Republican River, Clay Co., KS, Prepared for Kansas Department of Transportation Final Contact Report No. LT-8929, Kansas, KS, USA.

SR27

Load Test. 2003. Data report on drilled shaft load testing (Osterberg Method): Test Shaft #1 –K-196-over Four Mile Creek, Butler County, KS (LT-8916), Prepared for King Construction Co. Final Contact Report No. LT-8916, Hesston, KS, USA.

SR28

Load Test. 2001. Data report on drilled shaft load testing (Osterberg Method): Pier 1 West: US 75 at 77th street, Topeka, KS, Prepared for King Construction Final Contact Report No. LT-8733, Kansas, USA.

SR29

Load Test. 2004. Data report on drilled shaft load testing (Osterberg Method): Test shaft at Sta. 890 + 95 ft US 231 over the Ohio River (LT-8415-2), Owensboro, Kentucky, Prepared for Traylor Brothers Final Contact Report No. LT-8415-2, Evansville, IN, USA.

SR30-SR33

Abu-Hejleh, N., O’Neill, M.W., Hanneman, D., et al. 2003. Improvement of the geotechnical axial design methodology for Colorado’s drilled shafts socketed in weak rocks. Colorado Department of Transportation Final Contact Report No. CDOT-DTD-R-2003-6, Denver, CO, USA.

SR34-SR38

Spanovich, M., and R.G. Garvin, R.G. 1979. Field evaluation of caisson-shale interaction. In Proceedings of Behavior of deep foundations, ASTM STP670-EB, West Conshohocken, PA, pp. 537-557.

SR39-SR42

Aurora, R.P. and Reese, L.C. 1976. Behavior of axially loaded drilled shafts in clay-shale. Center for Highway Research- The University of Texas at Austin Final Contact Report No. 176-4, Austin, TX, USA.

SR43-SR46

Miller, A.D. 2003. Prediction of ultimate side shear for drilled shafts in Missouri shales. M.S. thesis, University of Missouri, Columbia, Missouri.

SR47

Matich, M.J., and Kozicki, P. 1967. Some Load Tests on Drilled Cast-in-Place Concrete Caissons. Canadian Geotechnical Journal, 4(4): 367-375.

SR48-SR49

Geoke, P.M., and Hustad, P.A. 1980. Instrumented drilled shafts in clay-shale. In Proceedings of a Symposium on Deep Foundations, Atlanta, GA, USA, pp. 149-165.

SR50-SR51

Wilson, L.C. 1976. Tests of bored and driven piles in Cretaceous mudstone at Port Elizabeth, South Africa. Géotechnique, 26(1): 5-12.

SR52-SR57

Horvath, R.G. 1982. Drilled piers socketed into weak shale-methods of improving performance. Ph.D. thesis, Department of Civil Engineering, University of Toronto, Toronto, Ontario, Canada.

SR58-SR59

Sheikh, S.A., O'Neill, M.W., and Kapasi, K.J. 1985. Behavior of 45 underream footing in eagle ford shale. University of Houston-University Park Report 85-12, Houston, Texas, USA.

SR60-SR68

Bump, V.L., Anderson, K.E., Krause, K.E., and Gnirk, P.F. 1971. Determination of pile bearing capacity. South Dakota Department of Highway/Federal Highway Administration, South Dakota, USA.

SR69

Reese, L.C., and Hudson, W.R. 1968. Field testing of drilled shafts to develop design methods. Center for Highway Research at the University of Texas at Austin Report 89-1, Austin, Texas, USA.

SR70-SR88

Bloomquist, D., and Townsend, F.C. 1991. Development of insitu equipment for capacity determinations of deep foundations in Florida limestone. University of Florida Report C-3288, Gainesville, Florida, USA.

SR89

Brown, D.A., and Thompson, R.T. 1994. Drilled shaft foundation testing and design recommendations-I-65 over Mulberry Fork of the Warrier River, Blount/Cullman Counties, Alabama. Auburn University, Montgomery, Alabama.

SR90-SR104

Sandberg, E.W. 1993. Side resistance of drilled shafts in weak rock. M.S. thesis, Department of Civil and Architectural Engineering, University of Wyoming, Laramie, Wyoming, USA.

SR105-106

Engeling, D.E., and Reese, L.C. 1974. Behavior of three instrumented drilled shafts under short term axial loading. Center for Highway Research/ the University of Texas at Austin Report 176-3, Austin, Texas, USA.

SR107

Newman, F.B., Salver, H.A., and Turka, R.J. 1981. 1000-Ton Drilled Pier Load Test at Sammis Plant. In Proceedings of Drilled Piers and Caissons, St. Louis, Missouri, United States, pp. 34-52.

SR108-SR121

Kondziolka, R.E., Kandaris, P.M., and Adams, J.P. 1995. Capacity of anchors and anchored foundations in weak rock using seismic refraction surveys and anchor pull-out-esting for electric transmission lines. The 35th U.S. Symposium on Rock Mechanics (USRMS), Reno, Nevada, pp. 395-401.

SR122-SR128

Cooke, R.W. 1979. Load transfer from bored, cast in-situ piles in London clay. In Proceeding of Behavior of Deep Foundations, STP33732S, West Conshohocken, PA, pp. 250-263.

SR129-SR131

Nam, M.S. 2004. Improved design for drilled shafts in rock. Ph.D. thesis, Department of Civil and Environmental Engineering, University of Houston, Houston, Texas, USA.

SR132-SR135

Carrubba, P. 1997. Skin friction on large-diameter piles socketed into rock. Canadian Geotechnical Journal, 34(2): 230-240.

SR136-SR137

Glos, G.H. III, and Briggs, O.H. 1983. Rock Sockets in Soft Rock. Journal of Geotechnical Engineering, 109(4): 525-535.

SR138-SR142

Bullock, P.J. 2003. A study of the setup behavior of drilled shafts. University of Florida, Department of Civil and Coastal Engineering Report 32, Gainesville, Florida, USA.

SR143-SR156

Schmertmann, J.H. 1977. Report on development of keys limerock shear test for drilled shaft design. Florida Department of Transportation Report 181, Gainesville, Florida.

SR157-SR164

Brown, D.A., and Thompson, W.R. 2008. SR 8 load test assessment, Sumter County, AL. Dan A. Brown and Associates/Alabama Department of Transportation Report BRF-00008(536), Montgomery, AL, USA.

SR165-SR173

Thompson, W.R. 1994. Axial capacity of drilled shafts socketed into soft rock. M.S. thesis, Department of Civil Engineering, Auburn University, Auburn, Alabama, USA.

SR174

Vijayvergiya, V.N., Hudson, W.R., and Reese, L.C. 1969. Load distribution for a drilled shaft in clay shale. Center for Highway Research, The University of Texas at Austin Report 89-5, Austin, Texas.

SR175-SR187

Whitaker, T., and Cooke, R.W. 1966. An investigation of the shaft and base resistances of large bored piles in London Clay. In Proceedings of a Symposium on Large Bored Piles, London, pp. 7-49.

SR188-SR189

O'Neill, M.W., Reese, L.C., Barnes, R., Wang, S.T., Morvant, M., and Ochoa, M. 1992. Effects of stratigraphic and construction details on the load transfer behavior of drilled shafts. Transportation Research Record, (1336): 50-56.

SR190-SR234

Baycan, S. 1996. Field performance of expansive anchors and piles in rock. Ph.D. thesis, Department of Civil Engineering, Monash University, Melbourne, Australia.

SR235

Walter, D.J., Burwash, W.J., and Montgomery, R.A. 1997. Design of large-diameter drilled shafts for the Northumberland Strait bridge project. Canadian Geotechnical Journal, 34(4): 580-587.

SR236-SR237

Leung, C.F. 1996. Case studies of rock-socketed piles. Geotechnical Engineering, 27(1): 51-67.

SR238-SR240

Radhakrishnan, R., and Leung, C.F. 1989. Load Transfer Behavior of Rock‐Socketed Piles. Journal of Geotechnical Engineering, 115(6): 755-768.

SR241-SR242

Moh, Z.C., Yu, K., Toh, P.H., and Chang, M.F. 1993. Base and shaft resistance of bored piles founded in sedimentary rocks. In Proceedings of the Eleventh Southeast Asian Geotechnical Conference, Singapore, pp. 571-576.

SR243

Tan, G.P., Wong, Y.K., and Leung, C.F. 1994. Performance of bored piles socketed in weak rock. In Proceedings of the Third International Conference on Deep Foundation Practice, Singapore, pp. 277-281.

SR244-SR245

Osterberg, J.O. 2001. Load testing high capacity pile, what have we learned?. In the Proceedings of the Fifth International Conference on Deep Foundation Practice, Singapore.

SR246-SR247

Gupton, C.P., O’Brien, J.F., and Logan, T.J. 1982. Design of Drilled Shafts in South Florida Limestone. In the Proceedings of the Engineering and Construction in Tropical and Residual Soils, Honolulu, Hawaii, United States, pp. 403-422.

SR248-SR268

Pells, P.J.N., et al. 1979. Socketed bored piles in Hawkesbury sandstone. Civil Engineering Laboratories.

SR269-SR280

Webb, D.L., and Davies, P. 1980. Ultimate tensile loads of bored piles socketed into sandstone rock. In Proceedings of the International Conference on Structural Foundations on Rock, Sydney, Australia, pp. 265-270.

SR281-SR283

Chang, M.F., and Wong, I.H. 1987. Shaft friction of drilled piers in weathered rocks. In Proceedings of the 6th International Congress on Rock Mechanics, Montreal, Canada, pp. 313-318.

SR284

Buttling, S. and Lam, T.S.K. 1988. Behaviour of some instrumented rock socketed piles. In Proceedings of the Fifth Australia-New Zealand Conference on Geomechanics, Sydney, Australia, pp. 526-532.

SR285-SR287

Buttling, S. 1986. Testing and instrumentation of bored piles. In Proceedings of the Fourth International Geotechnical Seminar on Field Instrumentation and In-Situ Measurements, Singapore, pp. 211-218.

SR288-SR291

Chang, M.F. and Goh, A.T.C. 1988. Performance of bored piles in residual soils and weathered rocks. In Proceedings of Deep Foundations on Bored and Auger Piles, V. Impe (ed.), Balkema, Rotterdam, pp. 303-313.

SR292

Gordon, Benjamin B., Hawk, J.L., and McConnell, C.T. 2004. Capacity of Drilled Shafts for the Proposed Susquehanna River Bridge. In Proceedings of GeoSupport 2004, Orlando, Florida, USA, pp. 96-109.

SR293-SR317

Vu, T.T. 2013. Load and resistance factor design of drilled shafts at the service limit state. Ph.D. thesis, University of Missouri-Columbia, Columbia, Missouri.

Database ID Reference Rock socket

SR43 Miller (2003) TS1A, Ocell-SG2SR43 Miller (2003) TS1A, Ocell-SG1SR44 Miller (2003) TS2, lower ocell-upper ocellSR44 Miller (2003) TS2, SG3-SG4

SR45 Miller (2003) TS, SG4-SG5

SR45 Miller (2003) TS, SG5-SG6

SR45 Miller (2003) TS, SG1-tip

SR48Geoke and Hustad (1980) TS1, 28 ft (8.5 m)

SR49Geoke and Hustad (1980) TS2, 30 ft (9.1 m)

SR58 Sheikh et al (1985) North reaction shaft, rock socket

SR71Bloomquist and Townsend (1991) Newberry site, Plug 2



SR75Bloomquist and Townsend (1991) Gulf Hammock, Plug 1



Rock type Rock formation Location Drilling method Load test method

Shale Verdigris and Croweburg Lexington, Missouri, United States Bullet tooth rock auger Compression (bottom loaded)Shale Verdigris and Croweburg Lexington, Missouri, United States Bullet tooth rock auger Compression (bottom loaded)Shale Bevier Lexington, Missouri, United States Bullet tooth rock auger Compression (bottom loaded)Shale Bevier Lexington, Missouri, United States Bullet tooth rock auger Compression (bottom loaded)

Shale Chanute Grandview, Missouri, United StatesBullet tooth rock auger and core barrel Compression (bottom loaded)

Shale Chanute Grandview, Missouri, United StatesBullet tooth rock auger and core barrel Compression (bottom loaded)

Shale Wea Grandview, Missouri, United StatesBullet tooth rock auger and core barrel Compression (bottom loaded)

Shale Caddo Oklahoma, United States Rock auger Compression (top loaded)

Shale Caddo Oklahoma, United States Rock auger Compression (top loaded)Shale Eagle Ford Shale Southwestern Lab, Inc., Dallas, Texas, United States Auger Tension

Limestone Ocala Limestone, Floridian aquifer Newberry, Florida, United States Core barrel Compression (bottom loaded)



Limestone Avon Park Gulf Hammock, Gainesville, Florida, United States Core barrel Compression (bottom loaded)



Database

ID

ReferenceRock socket

SR43Miller (2003) TS1A, Ocell-SG2

SR43Miller (2003) TS1A, Ocell-SG1

SR44Miller (2003) TS2, lower ocell-upper ocell

SR44Miller (2003) TS2, SG3-SG4

SR45Miller (2003) TS, SG4-SG5

SR45Miller (2003) TS, SG5-SG6

SR45Miller (2003) TS, SG1-tip

SR48

Geoke and Hustad

(1980) TS1, 28 ft (8.5 m)

SR49

Geoke and Hustad

(1980) TS2, 30 ft (9.1 m)

SR58Sheikh et al (1985)North reaction shaft, rock socket

SR71

Bloomquist and

Townsend (1991) Newberry site, Plug 2

SR72

Bloomquist and


SR73

Bloomquist and


SR75

Bloomquist and

Townsend (1991) Gulf Hammock, Plug 1

SR76

Bloomquist and


SR77

Bloomquist and


Rock typeRock formation Location Drilling method Load test method

ShaleVerdigris and CroweburgLexington, Missouri, United States Bullet tooth rock augerCompression (bottom loaded)

ShaleVerdigris and CroweburgLexington, Missouri, United States Bullet tooth rock augerCompression (bottom loaded)

ShaleBevier Lexington, Missouri, United States Bullet tooth rock augerCompression (bottom loaded)

ShaleBevier Lexington, Missouri, United States Bullet tooth rock augerCompression (bottom loaded)

ShaleChanute Grandview, Missouri, United States

Bullet tooth rock auger and

core barrel Compression (bottom loaded)

ShaleChanute Grandview, Missouri, United States



ShaleWea Grandview, Missouri, United States



ShaleCaddo Oklahoma, United States Rock auger Compression (top loaded)

ShaleCaddo Oklahoma, United States Rock auger Compression (top loaded)

ShaleEagle Ford Shale Southwestern Lab, Inc., Dallas, Texas, United StatesAuger Tension

LimestoneOcala Limestone, Floridian aquiferNewberry, Florida, United States Core barrel Compression (bottom loaded)



LimestoneAvon Park Gulf Hammock, Gainesville, Florida, United StatesCore barrel Compression (bottom loaded)





SR80Bloomquist and Townsend (1991) Dadeland North Miami, Plug 1

SR81Bloomquist and Townsend (1991) Dadeland North Miami, Plug 2

SR83Bloomquist and Townsend (1991) Miami Metromover, Plug 1






SR90 Sandberg (1993) Site A, shaft A1SR91 Sandberg (1993) Site A, shaft A2SR92 Sandberg (1993) Site A, shaft A3SR96 Sandberg (1993) Site D, shaft D1SR97 Sandberg (1993) Site D, shaft D2SR98 Sandberg (1993) Site D, shaft D3SR99 Sandberg (1993) Site E, shaft E1SR100 Sandberg (1993) Site E, shaft E2SR101 Sandberg (1993) Site E, shaft E3



Sandstone Miami Limestone and Fort Thompson Dade County, Miami, Florida, United States Core barrel Compression (bottom loaded)

Limestone Miami Limestone and Fort Thompson Dade County, Miami, Florida, United States Core barrel Compression (bottom loaded)

Limestone Miami Limestone and Fort Thompson Miami, Florida, United States Core barrel Compression (bottom loaded)





Limestone Miami Limestone and Fort Thompson Miami, Florida, United States Core barrel Compression (bottom loaded)Shale Belle Fourche Rapid City, South Dakota, United States Auger TensionShale Belle Fourche Rapid City, South Dakota, United States Auger TensionShale Belle Fourche Rapid City, South Dakota, United States Auger TensionSiltstone Carlile Rapid City, South Dakota, United States Auger TensionSiltstone Carlile Rapid City, South Dakota, United States Auger TensionSiltstone Carlile Rapid City, South Dakota, United States Auger TensionShale Pierre Rapid City, South Dakota, United States Auger TensionShale Pierre Rapid City, South Dakota, United States Auger TensionShale Pierre Rapid City, South Dakota, United States Auger Tension

Database

ID


SR79

Bloomquist and


SR80

Bloomquist and

Townsend (1991) Dadeland North Miami, Plug 1

SR81

Bloomquist and

Townsend (1991) Dadeland North Miami, Plug 2

SR83

Bloomquist and

Townsend (1991) Miami Metromover, Plug 1

SR84

Bloomquist and


SR85

Bloomquist and


SR86

Bloomquist and


SR87

Bloomquist and


SR88

Bloomquist and


SR90Sandberg (1993) Site A, shaft A1



SR96Sandberg (1993) Site D, shaft D1



SR99Sandberg (1993) Site E, shaft E1





SandstoneMiami Limestone and Fort ThompsonDade County, Miami, Florida, United States Core barrel Compression (bottom loaded)

LimestoneMiami Limestone and Fort ThompsonDade County, Miami, Florida, United States Core barrel Compression (bottom loaded)

LimestoneMiami Limestone and Fort ThompsonMiami, Florida, United States Core barrel Compression (bottom loaded)






ShaleBelle Fourche Rapid City, South Dakota, United States Auger Tension



SiltstoneCarlile Rapid City, South Dakota, United States Auger Tension



ShalePierre Rapid City, South Dakota, United States Auger Tension




SR105Engeling and Reese (1974) TS1, 40.75 ft (12.4 m)

SR129 Nam (2004) Hampton site, reaction socketSR130 Nam (2004) Denton site, reaction socketSR131 Nam (2004) Rowlett Creek site, reaction socketSR138 Bullock (2003) Shaft 11, 31.5 ft (9.6 m)SR139 Bullock (2003) Shaft 2, 21.6 ft (6.6 m)SR139 Bullock (2003) Shaft 2, 35.6 ft (10.85 m)SR141 Bullock (2003) Shaft 5, 35 ft (10.7 m)SR144 Schmertmann (1977) Test 2, rock socketSR145 Schmertmann (1977) Test 3, rock socketSR146 Schmertmann (1977) Test 4, rock socketSR147 Schmertmann (1977) Test 5, rock socketSR148 Schmertmann (1977) Test 6, rock socketSR149 Schmertmann (1977) Test 7, rock socketSR150 Schmertmann (1977) Test 8, rock socketSR151 Schmertmann (1977) Test 9, rock socketSR152 Schmertmann (1977) Test 10, rock socketSR153 Schmertmann (1977) Test 11, rock socketSR154 Schmertmann (1977) Test 12, rock socketSR155 Schmertmann (1977) Test 13, rock socketSR156 Schmertmann (1977) Test 14, rock socket

SR157Brown and Thompson (2008) LT8373, Ocell-SG1

SR165 Thompson (1994) Andalusia, Shaft 1, 0-6.5 ft (0-2 m)SR190 Baycan (1996) Anchor Set 2: A1SR191 Baycan (1996) Anchor Set 2: A2SR192 Baycan (1996) Anchor Set 2: A3SR202 Baycan (1996) Anchor Set 1: 000A


Claystone Bryan, Texas, United States Compression (top loaded)Shale Eagle Ford Shale Hampton, Dallas, Texas, United States Auger Compression (bottom loaded)Shale Eagle Ford Shale Denton Tap, Lewisville, Texas, United States Auger Compression (bottom loaded)Limestone Austin Chalk Rowlett Creek, Collin County, Texas, United States Auger Compression (bottom loaded)Limestone Vicksburg Limestone Bristol/Blountstown, Florida, United States Compression (bottom loaded)Limestone Vicksburg Limestone Bristol/Blountstown, Florida, United States Compression (bottom loaded)Limestone Vicksburg Limestone Bristol/Blountstown, Florida, United States Compression (bottom loaded)Limestone Vicksburg Limestone Bristol/Blountstown, Florida, United States Compression (bottom loaded)Limestone Islamorada, Florida, United States Core barrel TensionLimestone Islamorada, Florida, United States Core barrel TensionLimestone Islamorada, Florida, United States Core barrel TensionLimestone Islamorada, Florida, United States Core barrel TensionLimestone Islamorada, Florida, United States Core barrel TensionLimestone Islamorada, Florida, United States Core barrel TensionLimestone Islamorada, Florida, United States Core barrel TensionLimestone Islamorada, Florida, United States Core barrel TensionLimestone Islamorada, Florida, United States Core barrel TensionLimestone Islamorada, Florida, United States Core barrel TensionLimestone Islamorada, Florida, United States Core barrel TensionLimestone Islamorada, Florida, United States Core barrel TensionLimestone Islamorada, Florida, United States Core barrel Tension

Siltstone Oktibbeha County, Mississippi, United States Compression (bottom loaded)Claystone Andalusia, Alabama, United States Compression (top loaded)Siltstone Scoresby Siltstone Nubrik Quarry, Stud Road, Victoria, Melbourne, Australia Percussion drilling Compression (bottom loaded)Siltstone Scoresby Siltstone Nubrik Quarry, Stud Road, Victoria, Melbourne, Australia Percussion drilling Compression (bottom loaded)Siltstone Scoresby Siltstone Nubrik Quarry, Stud Road, Victoria, Melbourne, Australia Percussion drilling Compression (bottom loaded)Siltstone Scoresby Siltstone Nubrik Quarry, Stud Road, Victoria, Melbourne, Australia Percussion drilling Tension

Database

ID


SR105

Engeling and Reese

(1974) TS1, 40.75 ft (12.4 m)

SR129Nam (2004) Hampton site, reaction socket

SR130Nam (2004) Denton site, reaction socket

SR131Nam (2004) Rowlett Creek site, reaction socket

SR138Bullock (2003) Shaft 11, 31.5 ft (9.6 m)



SR141Bullock (2003) Shaft 5, 35 ft (10.7 m)

SR144Schmertmann (1977)Test 2, rock socket













SR157

Brown and Thompson

(2008) LT8373, Ocell-SG1

SR165Thompson (1994) Andalusia, Shaft 1, 0-6.5 ft (0-2 m)

SR190Baycan (1996) Anchor Set 2: A1



SR202Baycan (1996) Anchor Set 1: 000A


Claystone Bryan, Texas, United States Compression (top loaded)

ShaleEagle Ford Shale Hampton, Dallas, Texas, United States Auger Compression (bottom loaded)

ShaleEagle Ford Shale Denton Tap, Lewisville, Texas, United StatesAuger Compression (bottom loaded)

LimestoneAustin Chalk Rowlett Creek, Collin County, Texas, United StatesAuger Compression (bottom loaded)

LimestoneVicksburg Limestone Bristol/Blountstown, Florida, United States Compression (bottom loaded)




Limestone Islamorada, Florida, United States Core barrel Tension













Siltstone Oktibbeha County, Mississippi, United States Compression (bottom loaded)

Claystone Andalusia, Alabama, United States Compression (top loaded)

SiltstoneScoresby Siltstone Nubrik Quarry, Stud Road, Victoria, Melbourne, AustraliaPercussion drilling Compression (bottom loaded)



SiltstoneScoresby Siltstone Nubrik Quarry, Stud Road, Victoria, Melbourne, AustraliaPercussion drilling Tension


SR214 Baycan (1996) Pile test, P5SR218 Baycan (1996) Pile test, P9SR223 Baycan (1996) Pile test, S1SR231 Baycan (1996) Pile test, S9

SR239Radhakrishnan and Leung (1989) Pile 67, 2 to 8 m

SR249 Pells et al (1979) A2, rock socketSR250 Pells et al (1979) A3, rock socketSR251 Pells et al (1979) A4, rock socketSR252 Pells et al (1979) A5, rock socketSR253 Pells et al (1979) B1, rock socketSR254 Pells et al (1979) B2, rock socketSR255 Pells et al (1979) B3, rock socketSR256 Pells et al (1979) B4, rock socketSR257 Pells et al (1979) B5, rock socketSR259 Pells et al (1979) C2, rock socketSR260 Pells et al (1979) C3, rock socketSR261 Pells et al (1979) C4, rock socketSR266 Pells et al (1979) E1, rock socket

SR270Webb and Davies (1980) 1B, rock socket

SR276Webb and Davies (1980) 2E, rock socket

SR277Webb and Davies (1980) 2F, rock socket

SR278Webb and Davies (1980) 3A, rock socket

SR291 Chang and Goh (1988) B3, rock socketSR293 Vu (2013) F1, Ocell-SG1


Siltstone Scoresby Siltstone Nubrik Quarry, Stud Road, Victoria, Melbourne, Australia Three flight auger Compression (top loaded)Siltstone Scoresby Siltstone Nubrik Quarry, Stud Road, Victoria, Melbourne, Australia Three flight auger Compression (top loaded)Siltstone Scoresby Siltstone Nubrik Quarry, Stud Road, Victoria, Melbourne, Australia Three flight auger Compression (top loaded)Siltstone Scoresby Siltstone Nubrik Quarry, Stud Road, Victoria, Melbourne, Australia Three flight auger Compression (top loaded)

Siltstone Jurong Singapore Auger Compression (top loaded)Sandstone Hawkesbury Sandstone West Pymble, Sydney, Australia Rock roller Compression (top loaded)Sandstone Hawkesbury Sandstone West Pymble, Sydney, Australia Double flight auger Compression (top loaded)Sandstone Hawkesbury Sandstone West Pymble, Sydney, Australia Rock roller Compression (top loaded)Sandstone Hawkesbury Sandstone West Pymble, Sydney, Australia Rock roller Compression (top loaded)Sandstone Hawkesbury Sandstone West Pymble, Sydney, Australia Diatube Compression (top loaded)Sandstone Hawkesbury Sandstone West Pymble, Sydney, Australia Diatube Compression (top loaded)Sandstone Hawkesbury Sandstone West Pymble, Sydney, Australia Auger Compression (top loaded)Sandstone Hawkesbury Sandstone West Pymble, Sydney, Australia Diatube Compression (top loaded)Sandstone Hawkesbury Sandstone West Pymble, Sydney, Australia Diatube Compression (top loaded)Sandstone Hawkesbury Sandstone West Pymble, Sydney, Australia Rock roller Compression (top loaded)Sandstone Hawkesbury Sandstone West Pymble, Sydney, Australia Auger Compression (top loaded)Sandstone Hawkesbury Sandstone West Pymble, Sydney, Australia Rock roller Compression (top loaded)Sandstone Hawkesbury Sandstone West Pymble, Sydney, Australia Compression (top loaded)

Sandstone Transvaal, South Africa Cored Compression (bottom loaded)



Sandstone Transvaal, South Africa Cored Compression (bottom loaded)Siltstone Jurong Singapore Compression (bottom loaded)Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)

Database

ID


SR214Baycan (1996) Pile test, P5

SR218Baycan (1996) Pile test, P9

SR223Baycan (1996) Pile test, S1

SR231Baycan (1996) Pile test, S9

SR239

Radhakrishnan and

Leung (1989) Pile 67, 2 to 8 m

SR249Pells et al (1979) A2, rock socket




SR253Pells et al (1979) B1, rock socket





SR259Pells et al (1979) C2, rock socket



SR266Pells et al (1979) E1, rock socket

SR270

Webb and Davies

(1980) 1B, rock socket

SR276

Webb and Davies

(1980) 2E, rock socket

SR277

Webb and Davies

(1980) 2F, rock socket

SR278

Webb and Davies

(1980) 3A, rock socket

SR291Chang and Goh (1988)B3, rock socket

SR293Vu (2013) F1, Ocell-SG1


SiltstoneScoresby Siltstone Nubrik Quarry, Stud Road, Victoria, Melbourne, AustraliaThree flight augerCompression (top loaded)




SiltstoneJurong Singapore Auger Compression (top loaded)

SandstoneHawkesbury Sandstone West Pymble, Sydney, Australia Rock roller Compression (top loaded)

SandstoneHawkesbury Sandstone West Pymble, Sydney, Australia Double flight augerCompression (top loaded)



SandstoneHawkesbury Sandstone West Pymble, Sydney, Australia Diatube Compression (top loaded)


SandstoneHawkesbury Sandstone West Pymble, Sydney, Australia Auger Compression (top loaded)




SandstoneHawkesbury Sandstone West Pymble, Sydney, Australia Auger Compression (top loaded)


SandstoneHawkesbury Sandstone West Pymble, Sydney, Australia Compression (top loaded)





SiltstoneJurong Singapore Compression (bottom loaded)

ShaleMaquoketa Frankford, Missouri, United States Compression (bottom loaded)


SR293 Vu (2013) F1, SG1-SG2SR293 Vu (2013) F1, SG2-SG3SR293 Vu (2013) F1, SG3-SG4SR293 Vu (2013) F1, SG4-SG5SR294 Vu (2013) F2, Ocell-SG2SR294 Vu (2013) F2, SG2-SG3SR294 Vu (2013) F2, SG3-SG4SR295 Vu (2013) F3, SG1-SG2SR295 Vu (2013) F3, SG2-SG3SR295 Vu (2013) F3, SG3-SG4SR295 Vu (2013) F3, SG4-SG5SR296 Vu (2013) F4, Ocell-SG1SR296 Vu (2013) F4, SG1-SG2SR296 Vu (2013) F4, SG2-SG3SR296 Vu (2013) F4, SG3-SG4SR297 Vu (2013) F5, Ocell-SG1SR297 Vu (2013) F5, SG1-SG2SR297 Vu (2013) F5, SG2-SG3SR297 Vu (2013) F5, SG3-SG4SR298 Vu (2013) F6, SG2-SG3SR299 Vu (2013) F7, Ocell-SG1SR299 Vu (2013) F7, SG1-SG2SR299 Vu (2013) F7, SG2-SG3SR299 Vu (2013) F7, SG3-SG4SR299 Vu (2013) F7, SG4-SG5SR301 Vu (2013) F9, Ocell-SG1SR301 Vu (2013) F9, SG1-SG3SR302 Vu (2013) F10, Ocell-SG1SR302 Vu (2013) F10, SG1-SG2


Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)

Database

ID


SR293Vu (2013) F1, SG1-SG2

SR293Vu (2013) F1, SG2-SG3

SR293Vu (2013) F1, SG3-SG4

SR293Vu (2013) F1, SG4-SG5


SR294Vu (2013) F2, SG2-SG3

SR294Vu (2013) F2, SG3-SG4

SR295Vu (2013) F3, SG1-SG2

SR295Vu (2013) F3, SG2-SG3

SR295Vu (2013) F3, SG3-SG4

SR295Vu (2013) F3, SG4-SG5


SR296Vu (2013) F4, SG1-SG2

SR296Vu (2013) F4, SG2-SG3

SR296Vu (2013) F4, SG3-SG4


SR297Vu (2013) F5, SG1-SG2

SR297Vu (2013) F5, SG2-SG3

SR297Vu (2013) F5, SG3-SG4

SR298Vu (2013) F6, SG2-SG3


SR299Vu (2013) F7, SG1-SG2

SR299Vu (2013) F7, SG2-SG3

SR299Vu (2013) F7, SG3-SG4

SR299Vu (2013) F7, SG4-SG5


SR301Vu (2013) F9, SG1-SG3


SR302Vu (2013) F10, SG1-SG2
































SR302 Vu (2013) F10, SG2-SG3SR303 Vu (2013) W1, Ocell-SG2SR303 Vu (2013) W1, SG2-SG3SR303 Vu (2013) W1, SG3-SG4SR304 Vu (2013) W2, Ocell-SG2SR304 Vu (2013) W2, SG2-SG3SR305 Vu (2013) W3, Ocell-SG1SR305 Vu (2013) W3, SG2-SG3SR306 Vu (2013) W4, Ocell-SG1SR308 Vu (2013) W6, Ocell-SG1SR308 Vu (2013) W6, SG1-SG2SR309 Vu (2013) W7, Ocell-SG1SR309 Vu (2013) W7, SG1-SG3SR310 Vu (2013) W8, Ocell-SG1SR310 Vu (2013) W8, SG3-SG4SR311 Vu (2013) W9, SG1-SG3SR311 Vu (2013) W9, SG3-SG4SR313 Vu (2013) W11, Ocell-SG1SR313 Vu (2013) W11, SG1-SG2SR313 Vu (2013) W11, SG2-SG3SR314 Vu (2013) W12, Ocell-SG1SR314 Vu (2013) W12, SG1-SG2SR314 Vu (2013) W12, SG2-SG3SR314 Vu (2013) W12, SG3-SG4SR315 Vu (2013) W13, Ocell-SG1SR315 Vu (2013) W13, SG1-SG2SR315 Vu (2013) W13, SG2-SG3SR316 Vu (2013) W14, Ocell-SG1SR316 Vu (2013) W14, SG1-SG2SR316 Vu (2013) W14, SG2-SG3SR317 Vu (2013) W15, Ocell-SG1SR317 Vu (2013) W15, SG1-SG2SR317 Vu (2013) W15, SG2-SG3


Shale Maquoketa Frankford, Missouri, United States Compression (bottom loaded)Shale Croweburg Warrensburg, Missouri, United States Compression (bottom loaded)Shale Croweburg Warrensburg, Missouri, United States Compression (bottom loaded)Shale Croweburg Warrensburg, Missouri, United States Compression (bottom loaded)Shale Croweburg Warrensburg, Missouri, United States Compression (bottom loaded)Shale Croweburg Warrensburg, Missouri, United States Compression (bottom loaded)Shale Fleming Warrensburg, Missouri, United States Compression (bottom loaded)Shale Croweburg Warrensburg, Missouri, United States Compression (bottom loaded)Shale Fleming Warrensburg, Missouri, United States Compression (bottom loaded)Shale Croweburg Warrensburg, Missouri, United States Compression (bottom loaded)Shale Croweburg Warrensburg, Missouri, United States Compression (bottom loaded)Shale Croweburg Warrensburg, Missouri, United States Compression (bottom loaded)Shale Croweburg Warrensburg, Missouri, United States Compression (bottom loaded)Shale Fleming Warrensburg, Missouri, United States Compression (bottom loaded)Shale Croweburg Warrensburg, Missouri, United States Compression (bottom loaded)Shale Croweburg Warrensburg, Missouri, United States Compression (bottom loaded)Shale Croweburg Warrensburg, Missouri, United States Compression (bottom loaded)Shale Croweburg Warrensburg, Missouri, United States Compression (bottom loaded)Shale Croweburg Warrensburg, Missouri, United States Compression (bottom loaded)Shale Croweburg Warrensburg, Missouri, United States Compression (bottom loaded)Shale Croweburg Warrensburg, Missouri, United States Compression (bottom loaded)Shale Croweburg Warrensburg, Missouri, United States Compression (bottom loaded)Shale Croweburg Warrensburg, Missouri, United States Compression (bottom loaded)Shale Croweburg Warrensburg, Missouri, United States Compression (bottom loaded)Shale Croweburg Warrensburg, Missouri, United States Compression (bottom loaded)Shale Croweburg Warrensburg, Missouri, United States Compression (bottom loaded)Shale Croweburg Warrensburg, Missouri, United States Compression (bottom loaded)Shale Croweburg Warrensburg, Missouri, United States Compression (bottom loaded)Shale Croweburg Warrensburg, Missouri, United States Compression (bottom loaded)Shale Croweburg Warrensburg, Missouri, United States Compression (bottom loaded)Shale Croweburg Warrensburg, Missouri, United States Compression (bottom loaded)Shale Croweburg Warrensburg, Missouri, United States Compression (bottom loaded)Shale Croweburg Warrensburg, Missouri, United States Compression (bottom loaded)

Database

ID


SR302Vu (2013) F10, SG2-SG3

SR303Vu (2013) W1, Ocell-SG2

SR303Vu (2013) W1, SG2-SG3

SR303Vu (2013) W1, SG3-SG4


SR304Vu (2013) W2, SG2-SG3


SR305Vu (2013) W3, SG2-SG3



SR308Vu (2013) W6, SG1-SG2


SR309Vu (2013) W7, SG1-SG3


SR310Vu (2013) W8, SG3-SG4

SR311Vu (2013) W9, SG1-SG3

SR311Vu (2013) W9, SG3-SG4


SR313Vu (2013) W11, SG1-SG2

SR313Vu (2013) W11, SG2-SG3


SR314Vu (2013) W12, SG1-SG2

SR314Vu (2013) W12, SG2-SG3

SR314Vu (2013) W12, SG3-SG4


SR315Vu (2013) W13, SG1-SG2

SR315Vu (2013) W13, SG2-SG3


SR316Vu (2013) W14, SG1-SG2

SR316Vu (2013) W14, SG2-SG3


SR317Vu (2013) W15, SG1-SG2

SR317Vu (2013) W15, SG2-SG3



ShaleCroweburg Warrensburg, Missouri, United States Compression (bottom loaded)





ShaleFleming Warrensburg, Missouri, United States Compression (bottom loaded)



























Database ID

SR2SR3SR4SR5SR6

SR9

SR10

SR12SR16SR17SR19SR19SR20SR21SR21SR21SR22SR29SR31

SR39

SR40

SR42

Socket diameter, B

(m)

Depth to the ground

surface, DGS (m)

Depth to the top of rock, DTOR (m)

Head of concrete, hc

(m)

Socket length, L

(m)

1.12 2.3 2.3 2.3 2.511.17 2.25 2.25 2.25 2.50.335 0.55 0.55 0.45 0.90.395 0.535 0.535 0.435 0.870.395 0.535 0.535 0.435 0.87

1.3 12.5 12.5 1 2

1.23 12.5 12.5 1 2

1.58 40.5 6 1 2

0.66 1.5 1.5 1.5 1.80.66 2.7 2.7 2.7 4.21.829 12.32 6.15 5.6 2.841.829 7.29 1.12 0.56 1.121.829 9.7 4.05 2.87 3.051.06 21.75 8.075 21.75 0.831.06 20.65 7 20.65 1.321.06 18.67 5.025 18.67 2.631.067 11.52 3.44 2.4 1.932.44 27.27 4.51 26.08 2.61.219 5.79 5.79 3.96 1.52

0.736 6.57 0.67 7.57 1.34

0.787 6.57 0.67 7.57 1.34

0.889 6.93 0.685 7.9 1.37

Concrete compressive

strength, f'c (MPa)

4242424242

42

42

42

424241.441.437.423.7223.7223.7237.829.622.01

24.1

24.1

20.68

Concrete slump (mm)

Rock unconfined compressive

strength, qu (MPa)

Deformation modulus of rock mass, Em (MPa)

150 0.55 445.6150 0.59 507.8150 0.58 133.5150 0.58 86.4150 0.58 71.4

150 2.3 460.1

150 2.3 1365.2

150 3.49 2689.4

150 2 406150 2.3 734

0.54 5441.17 2101.37 1924.06 24333.47 12532.87 2361.42 22631.72 2070.53 258

1.41 198.9

165.1 1.41 267.56

165.1 0.612 277

Initial shear stiffness, Ksi (MPa/mm)

fsp (MPa) δp (mm)

0.21 0.559 58.80.164 0.492 90.11597 0.411 80.0842 0.463 8.10.09262 0.37 11.2

0.14 0.624 21.7

0.833 0.67 8.8

0.45 0.846 10.3

0.24 0.967 6.70.3333 0.87 6.20.402 0.192 16.840.05252 0.21 17.050.04117 0.117 11.992.113 3.901 27.850.944 1.28 9.940.08 0.241 9.250.58823 0.551 2.540.036 0.402 34.410.1 0.151 4.92

0.095 0.185 14.31

0.12716 0.106 21.55

0.108 0.158 3.55

Database

ID

SR2

SR3

SR4

SR5

SR6

SR9

SR10

SR12

SR16

SR17

SR19

SR19

SR20

SR21

SR21

SR21

SR22

SR29

SR31

SR39

SR40

SR42

Socket

diameter, B

(m)

Depth to the

ground

surface, D

GS

(m)

Depth to the

top of rock,

D

TOR

(m)

Head of

concrete, h

c

(m)

Socket

length, L

(m)

1.12 2.3 2.3 2.32.51

1.172.25 2.25 2.252.5

0.335 0.55 0.55 0.450.9

0.3950.535 0.535 0.4350.87

0.3950.535 0.535 0.4350.87

1.312.5 12.5 12

1.2312.5 12.5 12

1.5840.5 6 12

0.66 1.5 1.5 1.51.8

0.66 2.7 2.7 2.74.2

1.82912.32 6.15 5.62.84

1.829 7.29 1.12 0.561.12

1.829 9.74.05 2.873.05

1.0621.75 8.075 21.750.83

1.0620.65 720.651.32

1.0618.67 5.025 18.672.63

1.06711.52 3.44 2.41.93

2.4427.27 4.5126.082.6

1.219 5.79 5.79 3.961.52

0.736 6.57 0.67 7.571.34

0.787 6.57 0.67 7.571.34

0.889 6.930.685 7.91.37

Concrete

compressive

strength, f'

c

(MPa)

42

42

42

42

42

42

42

42

42

42

41.4

41.4

37.4

23.72

23.72

23.72

37.8

29.6

22.01

24.1

24.1

20.68

Concrete

slump

(mm)

Rock unconfined

compressive

strength, q

u

(MPa)

Deformation

modulus of rock

mass, E

m

(MPa)

150 0.55 445.6

150 0.59 507.8

150 0.58 133.5

150 0.58 86.4

150 0.58 71.4

150 2.3 460.1

150 2.3 1365.2

150 3.49 2689.4

150 2 406

150 2.3 734

0.54 544

1.17 210

1.37 192

4.06 2433

3.47 1253

2.87 236

1.42 2263

1.72 207

0.53 258

1.41 198.9

165.1 1.41 267.56

165.1 0.612 277

Initial shear

stiffness, K

si

(MPa/mm)

f

sp

(MPa)d

p

(mm)

0.21 0.55958.8

0.164 0.4929

0.115970.4118

0.0842 0.4638.1

0.09262 0.3711.2

0.14 0.62421.7

0.833 0.678.8

0.45 0.84610.3

0.24 0.9676.7

0.3333 0.876.2

0.402 0.19216.84

0.05252 0.2117.05

0.041170.11711.99

2.1133.90127.85

0.944 1.289.94

0.08 0.2419.25

0.58823 0.5512.54

0.036 0.40234.41

0.10.1514.92

0.095 0.18514.31

0.12716 0.10621.55

0.108 0.1583.55

Database ID

SR43SR43SR44SR44

SR45

SR45

SR45

SR48

SR49SR58

SR71

SR72

SR73

SR75

SR76

SR77

Socket diameter, B

(m)

Depth to the ground

surface, DGS (m)



(m)

Socket length, L

(m)

1.11 36.37 8.33 4.67 2.51.11 37.6 9.56 5.9 0.941.17 26.35 16.83 6.23 41.17 22.35 12.83 2.23 1

1.95 7.17 7.17 4.61 1.37

1.95 5.6 5.6 3.045 1.83

1.95 12.5 12.5 9.94 1.4

0.762 8.53 5.79 8.53 1.83

0.762 9.14 6.4 9.14 3.8

1.23 6.54 2.69 6.54 5.39

0.1905 2.042 2.042 0.152 0.304

0.1524 4.457 4.457 0.457 0.914

0.183 2.77 2.77 0.1705 0.341

0.146 4.03 4.03 0.19 0.38

0.146 3.245 3.245 0.295 0.59

0.146 4.314 4.314 0.114 0.228


strength, f'c (MPa)

28.128.128.128.1

41.4

41.4

41.4

20.69

20.68

20.68

20.68

20.68

20.68

20.68

Concrete slump (mm)


strength, qu (MPa)


102 1.71 1388102 1.71 533.7102 2.99 2680102 3.81 692

178 0.63 341

178 0.92 236

178 2.12 1420

0.699 391

0.81 299

171 0.8 549

9.57 451

9.62 1242

9.62 652

4.77 310

4.83 851

4.13 199


fsp (MPa) δp (mm)

0.8 0.717 3.70.25 0.944 7.650.669 0.715 12.550.4 0.684 7

0.188 0.469 7.87

0.09 0.363 16.25

0.4 0.612 3.048

0.2 0.497 4.064

0.1 0.325 7.36

0.116 0.101 3.2

0.787 1.733 2.2

1.38 1.867 7.16

1.015 2.886 4.57

0.684 1.528 7.13

3.645 1.478 2.76

0.558 1.417 2.54

Database

ID

SR43

SR43

SR44

SR44

SR45

SR45

SR45

SR48

SR49

SR58

SR71

SR72

SR73

SR75

SR76

SR77

Socket

diameter, B

(m)

Depth to the

ground

surface, D

GS

(m)

Depth to the

top of rock,

D

TOR

(m)

Head of

concrete, h

c

(m)

Socket

length, L

(m)

1.1136.37 8.33 4.672.5

1.1137.6 9.56 5.90.94

1.1726.35 16.83 6.234

1.1722.35 12.83 2.231

1.957.17 7.17 4.611.37

1.95 5.6 5.63.0451.83

1.9512.5 12.5 9.941.4

0.762 8.53 5.79 8.531.83

0.762 9.14 6.49.143.8

1.236.54 2.69 6.545.39

0.1905 2.042 2.042 0.1520.304

0.1524 4.457 4.457 0.4570.914

0.183 2.77 2.770.17050.341

0.146 4.03 4.03 0.190.38

0.1463.245 3.245 0.2950.59

0.1464.314 4.314 0.1140.228

Concrete

compressive

strength, f'

c

(MPa)

28.1

28.1

28.1

28.1

41.4

41.4

41.4

20.69

20.68

20.68

20.68

20.68

20.68

20.68

Concrete

slump

(mm)

Rock unconfined

compressive

strength, q

u

(MPa)

Deformation

modulus of rock

mass, E

m

(MPa)

102 1.71 1388

102 1.71 533.7

102 2.99 2680

102 3.81 692

178 0.63 341

178 0.92 236

178 2.12 1420

0.699 391

0.81 299

171 0.8 549

9.57 451

9.62 1242

9.62 652

4.77 310

4.83 851

4.13 199

Initial shear

stiffness, K

si

(MPa/mm)

f

sp

(MPa)d

p

(mm)

0.80.7173.7

0.25 0.9447.65

0.669 0.71512.55

0.40.6847

0.188 0.4697.87

0.09 0.36316.25

0.40.6123.048

0.20.4974.064

0.10.3257.36

0.1160.1013.2

0.787 1.7332.2

1.38 1.8677.16

1.015 2.8864.57

0.684 1.5287.13

3.645 1.4782.76

0.558 1.4172.54

Database ID

SR79

SR80

SR81

SR83

SR84

SR85

SR86

SR87

SR88SR90SR91SR92SR96SR97SR98SR99SR100SR101

Socket diameter, B

(m)

Depth to the ground

surface, DGS (m)



(m)

Socket length, L

(m)

0.146 3.31 3.31 0.305 0.61

0.152 9.56 9.56 0.3 0.6

0.152 17.28 17.28 0.38 0.76

0.116 4.77 4.77 0.96 1.92

0.116 4.77 4.77 0.96 1.92

0.116 4.61 4.61 0.8 1.6

0.116 4.54 4.54 0.73 1.46

0.116 4.61 4.61 0.8 1.6

0.116 4.78 4.78 0.975 1.95

0.15 0.835 0.835 0.835 1.670.15 2.4 2.4 2.4 4.810.15 1.31 1.31 1.31 2.620.16 2.28 2.28 2.28 4.570.15 2.69 2.69 2.69 5.390.161 2.74 2.74 2.74 5.480.16 2.31 2.31 2.31 4.630.15 2.27 2.27 2.27 4.540.161 2.3 2.3 2.3 4.6


strength, f'c (MPa)

20.68

20.68

20.68

20.68

20.68

20.68

20.68

20.68

20.68

31.02631.02631.02631.02631.02631.02631.02631.02631.026

Concrete slump (mm)


strength, qu (MPa)


5.26 1056

4.44 47.6

4.42

1.04 147

1.04 149

1.04 110

1.04 97.4

1.04 100.7

1.04 159.6

152.4 0.71 378152.4 0.71 524152.4 0.71 318152.4 1.03 405152.4 1.03 204152.4 1.03 263152.4 0.623 99152.4 0.623 228152.4 0.623 273


fsp (MPa) δp (mm)

2.121 1.674 2.81

0.1 0.871 16.07

4.363 0.761 6.47

0.15 0.593 6.07

0.15 0.436 5.82

0.14 0.604 22.54

0.132 0.687 5.58

0.125 0.456 4.82

0.166 0.583 4.29

0.453 0.114 1.730.22 0.055 1.950.24443 0.072 2.260.176 0.054 2.170.077 0.041 2.410.101 0.047 2.180.093 0.103 7.420.101 0.112 7.40.12012 0.12 8.59

Database

ID

SR79

SR80

SR81

SR83

SR84

SR85

SR86

SR87

SR88

SR90

SR91

SR92

SR96

SR97

SR98

SR99

SR100

SR101

Socket

diameter, B

(m)

Depth to the

ground

surface, D

GS

(m)

Depth to the

top of rock,

D

TOR

(m)

Head of

concrete, h

c

(m)

Socket

length, L

(m)

0.146 3.31 3.310.3050.61

0.152 9.56 9.56 0.30.6

0.15217.28 17.28 0.380.76

0.1164.77 4.77 0.961.92

0.1164.77 4.77 0.961.92

0.1164.61 4.61 0.81.6

0.1164.54 4.54 0.731.46

0.1164.61 4.61 0.81.6

0.1164.78 4.780.9751.95

0.150.835 0.835 0.8351.67

0.15 2.4 2.4 2.44.81

0.151.31 1.31 1.312.62

0.162.28 2.28 2.284.57

0.152.69 2.69 2.695.39

0.161 2.74 2.74 2.745.48

0.162.31 2.31 2.314.63

0.152.27 2.27 2.274.54

0.161 2.3 2.3 2.34.6

Concrete

compressive

strength, f'

c

(MPa)

20.68

20.68

20.68

20.68

20.68

20.68

20.68

20.68

20.68

31.026

31.026

31.026

31.026

31.026

31.026

31.026

31.026

31.026

Concrete

slump

(mm)

Rock unconfined

compressive

strength, q

u

(MPa)

Deformation

modulus of rock

mass, E

m

(MPa)

5.26 1056

4.44 47.6

4.42

1.04 147

1.04 149

1.04 110

1.04 97.4

1.04 100.7

1.04 159.6

152.4 0.71 378

152.4 0.71 524

152.4 0.71 318

152.4 1.03 405

152.4 1.03 204

152.4 1.03 263

152.4 0.623 99

152.4 0.623 228

152.4 0.623 273

Initial shear

stiffness, K

si

(MPa/mm)

f

sp

(MPa)d

p

(mm)

2.121 1.6742.81

0.10.87116.07

4.363 0.7616.47

0.15 0.5936.07

0.15 0.4365.82

0.14 0.60422.54

0.132 0.6875.58

0.125 0.4564.82

0.166 0.5834.29

0.453 0.1141.73

0.22 0.0551.95

0.24443 0.0722.26

0.176 0.0542.17

0.077 0.0412.41

0.101 0.0472.18

0.093 0.1037.42

0.101 0.1127.4

0.12012 0.128.59

Database ID

SR105SR129SR130SR131SR138SR139SR139SR141SR144SR145SR146SR147SR148SR149SR150SR151SR152SR153SR154SR155SR156

SR157SR165SR190SR191SR192SR202

Socket diameter, B

(m)

Depth to the ground

surface, DGS (m)



(m)

Socket length, L

(m)

0.762 12.42 12.42 13.33 5

0.76 12.6 6.6 4.9 30.76 9.85 3.85 7.55 2.70.76 6.45 4.45 3.75 1.51.59 23.32 5.94 23.32 1.521.94 20.7 2 20.7 2.41.94 24.96 6.28 24.96 1.81.87 25 3.35 25 1.730.15 3 0.15 0.3010.101 3.02 0.466 0.9330.103 1.5 0.446 0.8920.136 2.92 0.215 0.4310.206 6.34 0.1445 0.2890.117 1.47 0.229 0.4590.237 6.16 0.2285 0.4570.158 3.04 0.269 0.5390.238 6.09 0.219 0.4380.192 1.52 0.204 0.4090.142 1.62 0.291 0.5820.149 1.52 0.253 0.5070.161 3.04 0.3315 0.663

1.06 7.14 1.23 7.14 2.46

0.71 18.06 18.06 1.980.098 1.625 1.625 0.125 0.250.098 1.625 1.625 0.125 0.250.098 1.625 1.625 0.125 0.250.098 2.25 2.25 0.25 0.5


strength, f'c (MPa)

36403227.627.627.627.631313140.6740.6740.6740.6740.6740.6740.6740.6740.6740.67

27.6

26.5

Concrete slump (mm)


strength, qu (MPa)


0.67 264

1.5 60611.5 84010 21471.034 12010.63 1380.63 9320.57 2375

203.2 5.01 601203.2 5.01 125203.2 5.01 959203.2 5.01 171203.2 5.01 121203.2 5.01 3047203.2 5.01 205203.2 5.01 1506203.2 5.01 842203.2 5.01 285203.2 5.01 840203.2 5.01 1252203.2 5.01 1931

1.33 1011

3.37 16445.688 6945.688 3895.688 23915.688 429


fsp (MPa) δp (mm)

0.07775 0.116 8.02

2.491 0.066 0.1460.354 0.184 0.521.086 1.372 7.240.265 0.883 14.220.034 0.225 39.110.478 0.491 27.680.625 0.294 1.961.592 1.942 9.470.267 0.266 38.732.071 1.304 3.980.395 1.235 3.120.266 0.293 42.57.551 2.06 0.990.314 0.597 2.12.78 2.069 1.111.53 0.972 0.6350.586 0.845 1.981.768 2.724 1.542.621 3.889 5.23.568 1.207 8.2

0.369 0.278 9.39

0.831 0.45 3.272.595 4.235 4.391.377 3.082 6.148.457 3.606 4.271.14 4.142 33.86

Database

ID

SR105

SR129

SR130

SR131

SR138

SR139

SR139

SR141

SR144

SR145

SR146

SR147

SR148

SR149

SR150

SR151

SR152

SR153

SR154

SR155

SR156

SR157

SR165

SR190

SR191

SR192

SR202

Socket

diameter, B

(m)

Depth to the

ground

surface, D

GS

(m)

Depth to the

top of rock,

D

TOR

(m)

Head of

concrete, h

c

(m)

Socket

length, L

(m)

0.76212.42 12.42 13.33 5

0.7612.6 6.6 4.93

0.769.85 3.85 7.552.7

0.766.45 4.45 3.751.5

1.5923.32 5.9423.321.52

1.9420.7 220.72.4

1.9424.96 6.2824.961.8

1.87 253.35 251.73

0.15 30.150.301

0.101 3.020.4660.933

0.103 1.50.4460.892

0.136 2.920.2150.431

0.206 6.340.14450.289

0.117 1.470.2290.459

0.237 6.160.22850.457

0.158 3.040.2690.539

0.238 6.090.2190.438

0.192 1.520.2040.409

0.142 1.620.2910.582

0.149 1.520.2530.507

0.161 3.040.33150.663

1.067.14 1.23 7.142.46

0.7118.06 18.061.98

0.0981.625 1.625 0.1250.25

0.0981.625 1.625 0.1250.25

0.0981.625 1.625 0.1250.25

0.098 2.25 2.25 0.250.5

Concrete

compressive

strength, f'

c

(MPa)

36

40

32

27.6

27.6

27.6

27.6

31

31

31

40.67

40.67

40.67

40.67

40.67

40.67

40.67

40.67

40.67

40.67

27.6

26.5

Concrete

slump

(mm)

Rock unconfined

compressive

strength, q

u

(MPa)

Deformation

modulus of rock

mass, E

m

(MPa)

0.67 264

1.5 6061

1.5 840

10 2147

1.034 1201

0.63 138

0.63 932

0.57 2375

203.2 5.01 601

203.2 5.01 125

203.2 5.01 959

203.2 5.01 171

203.2 5.01 121

203.2 5.01 3047

203.2 5.01 205

203.2 5.01 1506

203.2 5.01 842

203.2 5.01 285

203.2 5.01 840

203.2 5.01 1252

203.2 5.01 1931

1.33 1011

3.37 1644

5.688 694

5.688 389

5.688 2391

5.688 429

Initial shear

stiffness, K

si

(MPa/mm)

f

sp

(MPa)d

p

(mm)

0.07775 0.1168.02

2.491 0.0660.146

0.354 0.1840.52

1.086 1.3727.24

0.265 0.88314.22

0.034 0.22539.11

0.478 0.49127.68

0.625 0.2941.96

1.592 1.9429.47

0.267 0.26638.73

2.071 1.3043.98

0.395 1.2353.12

0.266 0.29342.5

7.551 2.060.99

0.314 0.5972.1

2.78 2.0691.11

1.53 0.9720.635

0.586 0.8451.98

1.768 2.7241.54

2.621 3.8895.2

3.568 1.2078.2

0.369 0.2789.39

0.831 0.453.27

2.595 4.2354.39

1.377 3.0826.14

8.457 3.6064.27

1.14 4.14233.86

Database ID

SR214SR218SR223SR231

SR239SR249SR250SR251SR252SR253SR254SR255SR256SR257SR259SR260SR261SR266

SR270

SR276

SR277

SR278SR291SR293

Socket diameter, B

(m)

Depth to the ground

surface, DGS (m)



(m)

Socket length, L

(m)

0.3 1.75 1.75 0.25 0.50.3 1.75 1.75 0.25 0.50.6 1.75 1.75 0.25 0.50.6 1.75 1.75 0.25 0.5

1.35 9.4 2 9.4 6

0.21 1.11 1.11 0.4 0.920.315 0.87 0.87 0.2 0.40.21 1.27 1.27 0.685 1.370.21 1.07 1.07 0.259 0.5180.16 0.94 0.94 0.23 0.460.16 1.03 1.03 0.225 0.450.315 1.01 1.01 0.26 0.520.255 0.82 0.82 0.165 0.330.16 1.14 1.14 0.31 0.620.21 2.11 2.11 0.17 0.340.31 0.94 0.94 0.225 0.450.21 1.05 1.05 0.3 0.60.29 1.25 1.25 0.25 0.5

0.45 8 8 8 1.75

0.52 8 8 8 0.86

0.463 8 8 8 1.67

0.45 8 8 8 0.6

0.61 6 6 20.91 4.6 4.6 4.6 0.94


strength, f'c (MPa)

51515151

4043404344.7544.754344.7544.7543434340

53

53

53

53

29.45

Concrete slump (mm)


strength, qu (MPa)


180 5.367 754180 5.525 1162180 5.139 3352180 5.446 642

7 1621

200 6 182150 8 245200 6 254150 6 350150 6 233150 6 825150 6 644150 6 743150 7 213150 20 2477150 6 50200 7 135150 8 87

175 2.5 296

175 2.5 168

175 2.5 415

175 18 753

0.624 1013.17


fsp (MPa) δp (mm)

0.96 1.822 11.291.48 1.824 2.873.302 3.323 1.090.605 3.575 7.39

0.307 0.17 3.08

0.242 1.01 20.70.417 1.414 14.50.233 0.895 7.480.597 0.805 2.510.504 0.919 4.11.824 1.135 2.180.789 0.78 5.51.31 1.65 2.280.422 1.122 12.354.638 4.772 5.50.07 0.465 12.550.227 1.192 5.320.111 0.335 22.3

0.207 0.73 19.6

0.123 0.146 9.14

0.282 0.909 19

0.666 0.661 13

0.06 0.078 40.98 5.87

Database

ID

SR214

SR218

SR223

SR231

SR239

SR249

SR250

SR251

SR252

SR253

SR254

SR255

SR256

SR257

SR259

SR260

SR261

SR266

SR270

SR276

SR277

SR278

SR291

SR293

Socket

diameter, B

(m)

Depth to the

ground

surface, D

GS

(m)

Depth to the

top of rock,

D

TOR

(m)

Head of

concrete, h

c

(m)

Socket

length, L

(m)

0.31.75 1.75 0.250.5

0.31.75 1.75 0.250.5

0.61.75 1.75 0.250.5

0.61.75 1.75 0.250.5

1.35 9.4 29.46

0.211.111.110.40.92

0.315 0.87 0.87 0.20.4

0.211.27 1.270.6851.37

0.211.07 1.070.2590.518

0.160.94 0.94 0.230.46

0.161.03 1.030.2250.45

0.315 1.01 1.01 0.260.52

0.255 0.82 0.820.1650.33

0.161.14 1.14 0.310.62

0.212.112.110.170.34

0.310.94 0.940.2250.45

0.211.05 1.05 0.30.6

0.291.25 1.25 0.250.5

0.45 8 8 81.75

0.52 8 8 80.86

0.463 8 8 81.67

0.45 8 8 80.6

0.61 6 62

0.91 4.6 4.6 4.60.94

Concrete

compressive

strength, f'

c

(MPa)

51

51

51

51

40

43

40

43

44.75

44.75

43

44.75

44.75

43

43

43

40

53

53

53

53

29.45

Concrete

slump

(mm)

Rock unconfined

compressive

strength, q

u

(MPa)

Deformation

modulus of rock

mass, E

m

(MPa)

1805.367 754

1805.525 1162

1805.139 3352

1805.446 642

7 1621

200 6 182

150 8 245

200 6 254

150 6 350

150 6 233

150 6 825

150 6 644

150 6 743

150 7 213

150 20 2477

150 6 50

200 7 135

150 8 87

175 2.5 296

175 2.5 168

175 2.5 415

175 18 753

0.624 101

3.17

Initial shear

stiffness, K

si

(MPa/mm)

f

sp

(MPa)d

p

(mm)

0.96 1.82211.29

1.48 1.8242.87

3.302 3.3231.09

0.605 3.5757.39

0.307 0.173.08

0.242 1.0120.7

0.417 1.41414.5

0.233 0.8957.48

0.597 0.8052.51

0.504 0.9194.1

1.824 1.1352.18

0.789 0.785.5

1.31 1.652.28

0.422 1.12212.35

4.638 4.7725.5

0.07 0.46512.55

0.227 1.1925.32

0.1110.33522.3

0.207 0.7319.6

0.123 0.1469.14

0.282 0.90919

0.666 0.66113

0.06 0.0784

0.985.87

Database ID

SR293SR293SR293SR293SR294SR294SR294SR295SR295SR295SR295SR296SR296SR296SR296SR297SR297SR297SR297SR298SR299SR299SR299SR299SR299SR301SR301SR302SR302

Socket diameter, B

(m)

Depth to the ground

surface, DGS (m)



(m)

Socket length, L

(m)

0.91 3.75 3.75 3.75 0.730.91 3 3 3 0.760.91 2.24 2.24 2.24 0.760.91 1.49 1.49 1.49 0.730.91 5.15 5.15 5.15 1.640.91 3.87 3.87 3.87 0.910.91 2.95 2.95 2.95 0.910.91 5.86 5.86 5.86 0.580.91 5.26 5.26 5.26 0.640.91 4.25 4.25 4.25 1.370.91 2.95 2.95 2.95 1.220.91 6.4 6.4 6.4 1.520.91 5.2 5.2 5.2 0.910.91 4.26 4.26 4.26 0.9140.91 3.35 3.35 3.35 0.910.91 8 8 8 1.70.91 6.6 6.6 6.6 1.220.91 5.36 5.36 5.36 1.220.91 4.07 4.07 4.07 1.370.91 4.6 4.6 4.6 0.910.91 7.97 7.97 7.97 1.060.91 6.9 6.9 6.9 1.090.91 5.82 5.82 5.82 1.030.91 4.45 4.45 4.45 1.70.91 2.92 2.92 2.92 1.341.52 3.95 3.95 3.95 0.941.52 3.02 3.02 3.02 0.911.52 4.42 4.42 4.42 1.211.52 3.5 3.5 3.5 0.6


strength, f'c (MPa)

29.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.45

Concrete slump (mm)


strength, qu (MPa)


0.490.490.490.493.160.490.493.161.640.490.493.163.170.490.493.173.161.830.493.173.163.173.170.490.490.490.4970.490.49


fsp (MPa) δp (mm)

0.27 5.80.4 5.760.081 5.750.033 0.0280.62 3.580.181 3.480.26 3.442.05 9.890.47 9.80.27 9.70.32 9.71.21 8.61.12 8.30.36 8.170.41 8.11.78 9.30.91 9.080.56 8.980.23 8.90.29 10.11.72 17.111.54 16.660.86 16.30.27 16.080.426 15.90.46 34.860.33 34.80.43 23.30.433 23.27

Database

ID

SR293

SR293

SR293

SR293

SR294

SR294

SR294

SR295

SR295

SR295

SR295

SR296

SR296

SR296

SR296

SR297

SR297

SR297

SR297

SR298

SR299

SR299

SR299

SR299

SR299

SR301

SR301

SR302

SR302

Socket

diameter, B

(m)

Depth to the

ground

surface, D

GS

(m)

Depth to the

top of rock,

D

TOR

(m)

Head of

concrete, h

c

(m)

Socket

length, L

(m)

0.913.75 3.75 3.750.73

0.91 3 3 30.76

0.912.24 2.24 2.240.76

0.911.49 1.49 1.490.73

0.915.15 5.15 5.151.64

0.913.87 3.87 3.870.91

0.912.95 2.95 2.950.91

0.915.86 5.86 5.860.58

0.915.26 5.26 5.260.64

0.914.25 4.25 4.251.37

0.912.95 2.95 2.951.22

0.91 6.4 6.4 6.41.52

0.91 5.2 5.2 5.20.91

0.914.26 4.26 4.260.914

0.913.35 3.35 3.350.91

0.91 8 8 81.7

0.91 6.6 6.6 6.61.22

0.915.36 5.36 5.361.22

0.914.07 4.07 4.071.37

0.91 4.6 4.6 4.60.91

0.917.97 7.97 7.971.06

0.91 6.9 6.9 6.91.09

0.915.82 5.82 5.821.03

0.914.45 4.45 4.451.7

0.912.92 2.92 2.921.34

1.523.95 3.95 3.950.94

1.523.02 3.02 3.020.91

1.524.42 4.42 4.421.21

1.52 3.5 3.5 3.50.6

Concrete

compressive

strength, f'

c

(MPa)

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

Concrete

slump

(mm)

Rock unconfined

compressive

strength, q

u

(MPa)

Deformation

modulus of rock

mass, E

m

(MPa)

0.49

0.49

0.49

0.49

3.16

0.49

0.49

3.16

1.64

0.49

0.49

3.16

3.17

0.49

0.49

3.17

3.16

1.83

0.49

3.17

3.16

3.17

3.17

0.49

0.49

0.49

0.497

0.49

0.49

Initial shear

stiffness, K

si

(MPa/mm)

f

sp

(MPa)d

p

(mm)

0.275.8

0.45.76

0.0815.75

0.0330.028

0.623.58

0.1813.48

0.263.44

2.059.89

0.479.8

0.279.7

0.329.7

1.218.6

1.128.3

0.368.17

0.418.1

1.789.3

0.919.08

0.568.98

0.238.9

0.2910.1

1.7217.11

1.5416.66

0.8616.3

0.2716.08

0.42615.9

0.4634.86

0.3334.8

0.4323.3

0.43323.27

Database ID

SR302SR303SR303SR303SR304SR304SR305SR305SR306SR308SR308SR309SR309SR310SR310SR311SR311SR313SR313SR313SR314SR314SR314SR314SR315SR315SR315SR316SR316SR316SR317SR317SR317

Socket diameter, B

(m)

Depth to the ground

surface, DGS (m)



(m)

Socket length, L

(m)

1.52 2.86 2.86 2.86 0.670.91 6.96 3.96 6.96 2.710.91 4.98 1.98 4.98 1.250.91 3.75 0.75 3.75 1.220.91 7.25 3 7.25 2.680.91 5.27 1 5.27 1.280.91 11.75 7.5 11.75 2.10.91 7.2 2.94 7.2 2.160.91 11.66 7.26 11.66 2.10.91 7.97 3.6 7.97 1.490.91 6.61 2.21 6.61 1.210.91 8.5 4.5 8.5 2.160.91 6.2 2.2 6.2 2.40.91 12.5 8.9 12.5 2.650.91 6.64 3.04 6.64 1.830.91 9.28 6.3 9.28 3.680.91 6.5 3 6.5 1.790.91 9.36 5.61 9.36 1.640.91 7.77 4.02 7.77 1.520.91 6.25 2.5 6.25 1.520.91 8 4.5 8 1.550.91 6.6 3.1 6.6 1.250.91 5.38 1.88 5.38 1.190.91 4.17 0.67 4.17 1.220.91 7.78 4.43 7.78 1.490.91 6.3 2.95 6.3 1.40.91 5.11 1.76 5.11 1.060.91 7.89 3.63 7.89 1.460.91 6.5 2.24 6.5 1.250.91 5.3 1.04 5.3 1.280.91 7.98 3.38 7.98 1.520.91 6.61 2.01 6.61 1.220.91 5.38 0.78 5.38 1.25


strength, f'c (MPa)

29.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.4529.45

Concrete slump (mm)


strength, qu (MPa)


0.490.7180.7180.7180.7180.7183.570.723.570.720.720.720.723.60.720.530.720.480.710.720.720.720.720.720.720.720.720.720.720.720.720.720.72


fsp (MPa) δp (mm)

0.28 23.250.16 61.050.095 60.980.047 60.970.114 28.630.28 28.550.22 86.40.22 86.330.19 85.80.23 43.50.14 43.40.1 9.010.11 8.90.76 66.50.15 65.860.177 1010.172 100.80.167 9.20.067 9.10.134 9.040.4 32.780.172 32.70.033 32.670.00957 32.660.31 19.250.09 19.20.057 19.230.239 55.40.115 61.90.119 55.30.29 71.80.21 71.70.138 71.7

Database

ID

SR302

SR303

SR303

SR303

SR304

SR304

SR305

SR305

SR306

SR308

SR308

SR309

SR309

SR310

SR310

SR311

SR311

SR313

SR313

SR313

SR314

SR314

SR314

SR314

SR315

SR315

SR315

SR316

SR316

SR316

SR317

SR317

SR317

Socket

diameter, B

(m)

Depth to the

ground

surface, D

GS

(m)

Depth to the

top of rock,

D

TOR

(m)

Head of

concrete, h

c

(m)

Socket

length, L

(m)

1.522.86 2.86 2.860.67

0.916.96 3.96 6.962.71

0.914.98 1.98 4.981.25

0.913.75 0.75 3.751.22

0.917.25 37.252.68

0.915.27 15.271.28

0.9111.75 7.511.752.1

0.91 7.22.94 7.22.16

0.9111.66 7.2611.662.1

0.917.97 3.67.971.49

0.916.61 2.21 6.611.21

0.91 8.5 4.5 8.52.16

0.91 6.2 2.2 6.22.4

0.9112.5 8.912.52.65

0.916.64 3.04 6.641.83

0.919.28 6.39.283.68

0.91 6.5 36.51.79

0.919.36 5.61 9.361.64

0.917.77 4.02 7.771.52

0.916.25 2.56.251.52

0.91 84.5 81.55

0.91 6.6 3.1 6.61.25

0.915.38 1.88 5.381.19

0.914.17 0.67 4.171.22

0.917.78 4.43 7.781.49

0.91 6.32.95 6.31.4

0.915.111.76 5.111.06

0.917.89 3.63 7.891.46

0.91 6.52.24 6.51.25

0.91 5.31.04 5.31.28

0.917.98 3.38 7.981.52

0.916.61 2.01 6.611.22

0.915.38 0.78 5.381.25

Concrete

compressive

strength, f'

c

(MPa)

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

29.45

Concrete

slump

(mm)

Rock unconfined

compressive

strength, q

u

(MPa)

Deformation

modulus of rock

mass, E

m

(MPa)

0.49

0.718

0.718

0.718

0.718

0.718

3.57

0.72

3.57

0.72

0.72

0.72

0.72

3.6

0.72

0.53

0.72

0.48

0.71

0.72

0.72

0.72

0.72

0.72

0.72

0.72

0.72

0.72

0.72

0.72

0.72

0.72

0.72

Initial shear

stiffness, K

si

(MPa/mm)

f

sp

(MPa)d

p

(mm)

0.2823.25

0.1661.05

0.09560.98

0.04760.97

0.11428.63

0.2828.55

0.2286.4

0.2286.33

0.1985.8

0.2343.5

0.1443.4

0.19.01

0.118.9

0.7666.5

0.1565.86

0.177101

0.172100.8

0.1679.2

0.0679.1

0.1349.04

0.432.78

0.17232.7

0.03332.67

0.0095732.66

0.3119.25

0.0919.2

0.05719.23

0.23955.4

0.11561.9

0.11955.3

0.2971.8

0.2171.7

0.13871.7


SR2 Williams (1980) S3, rock socketSR3 Williams (1980) S5, rock socketSR4 Williams (1980) S12, rock socketSR5 Williams (1980) S14, rock socketSR6 Williams (1980) S15, rock socket

SR9 Williams (1980) M2, rock socket

SR10 Williams (1980) M10, rock socket

SR12 Williams (1980) WG303/2, rock socketSR16 Williams (1980) M8, rock socketSR17 Williams (1980) M9, rock socketSR19 LT (2001) LT8718-2, Ocell-SG1SR19 LT (2001) LT8718-2, SG2-topSR20 LT (2001) LT8718-1, SG1-SG2SR21 LT (2002) LT8854, SG1-OcellSR21 LT (2002) LT8854, Ocell-SG2SR21 LT (2002) LT8854, SG2-SG3SR22 LT (2001) LT8816, Ocell-SG1SR29 LT (1998) LT8415-2, SG2-SG3SR31 Abu-Hejleh et al (2003) County Line site, Ocell-SG1

SR39Aurora and Reese (1977) MT1, rock socket

SR40Aurora and Reese (1977) MT2, rock socket

SR42Aurora and Reese (1977) DT1, rock socket


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University of Toronto T-Space · Web viewReese, L.C., and Hudson, W.R. 1968. Field testing of...

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Transcript of University of Toronto T-Space · Web viewReese, L.C., and Hudson, W.R. 1968. Field testing of...