Corte directo
13
Shear Strength by Direct Shear (Small Shear Box) Clien t MUNICIPALIDAD DISTRITAL DE KIMBIRI Structur e Proje ct DEFENSA RIVEREÑA HELARES Job 100 Sample 293 Test Details Standard ASTM D3080-03 / AASHTO T236-92 Specific Gravity 2.65 Sample Type Core sample Single/ Multi Stage Single Stage Lab. Temperature 26.0 deg.C Location CALICATA C-3 E-2 Sample Description Observation None Specimen Details Specimen Reference A Description Depth within Sample 19.05mm Orientation within Sample Initial Height 19.050 mm Area 3166.92 mm2 Structure / Preparation Initial Water Content* 9.0 % Initial Wet Unit Weight 17.38 kN/m3 Degree of Saturation 37.80 % Initial Dry Unit Weight 15.94 kN/m3 Initial Voids Ratio 0.631 Final Wet Unit Weight 17.48 kN/m3 Final Water Content 9.16% Final Dry Unit Weight 16.01 kN/m3 Dry Mass 98.04 g Tested Dry or Submerged Submerged Comments * Calculated from initial and dry weights of whole specimen ELE International, SM SAN MARCOS S.A. Page 1 of 13
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Corte directo
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Test & Sample Details
ClientMUNICIPALIDAD DISTRITAL DE KIMBIRIStructure
ProjectDEFENSA RIVEREA HELARESJob100
Sample293
Test Details
StandardASTM D3080-03 / AASHTO T236-92Specific Gravity2.65
Sample TypeCore sampleSingle/ Multi StageSingle Stage
Lab. Temperature26.0 deg.CLocationCALICATA C-3 E-2
Sample Description
ObservationNone
Specimen Details
Specimen ReferenceADescription
Depth within Sample19.05mmOrientation within Sample
Initial Height 19.050 mmArea3166.92 mm2
Structure / PreparationInitial Water Content*9.0 %
Initial Wet Unit Weight17.38 kN/m3Degree of Saturation37.80 %
Initial Dry Unit Weight15.94 kN/m3Initial Voids Ratio0.631
Final Wet Unit Weight17.48 kN/m3Final Water Content9.16%
Final Dry Unit Weight16.01 kN/m3Dry Mass98.04 g
Tested Dry or SubmergedSubmerged
Comments
* Calculated from initial and dry weights of whole specimen
ClientMUNICIPALIDAD DISTRITAL DE KIMBIRIStructure
Project DEFENSA RIVEREA HELARESJob100
Sample293
Rate of Horizontal DisplacementStage 1: 0.8000mm/min
ClientMUNICIPALIDAD DISTRITAL DE KIMBIRIStructure
ProjectDEFENSA RIVEREA HELARESJob100
Sample293
Conditions at Failure
Normal Stress0.649 kg/cm2
Peak Strength 0.525 kg/cm2
Horizontal Deformation2.569 mm
Residual Stress0.000 kg/cm2
Vertical Deformation 0.088 mm
Tested By and Date:
ClientMUNICIPALIDAD DISTRITAL DE KIMBIRIStructure
ProjectDEFENSA RIVEREA HELARESJob100
Sample293
Test Details
StandardASTM D3080-03 / AASHTO T236-92Specific Gravity2.65
Sample TypeCore sampleSingle/ Multi StageSingle Stage
Lab. Temperature26.0 deg.CLocationCALICATA C-3 E-2
Sample Description
ObservationNone
Specimen Details
Specimen ReferenceBDescription
Depth within Sample19.05mmOrientation within Sample
Initial Height 19.050 mmArea3166.92 mm2
Structure / PreparationInitial Water Content*8.9 %
Initial Wet Unit Weight17.36 kN/m3Degree of Saturation37.51 %
Initial Dry Unit Weight15.93 kN/m3Initial Voids Ratio0.632
Final Wet Unit Weight17.59 kN/m3Final Water Content9.37%
Final Dry Unit Weight16.08 kN/m3Dry Mass97.98 g
Tested Dry or SubmergedSubmerged
Comments
* Calculated from initial and dry weights of whole specimen
ClientMUNICIPALIDAD DISTRITAL DE KIMBIRIStructure
Project DEFENSA RIVEREA HELARESJob100
Sample293
Rate of Horizontal DisplacementStage 1: 0.8000mm/min
ClientMUNICIPALIDAD DISTRITAL DE KIMBIRIStructure
ProjectDEFENSA RIVEREA HELARESJob100
Sample293
Conditions at Failure
Normal Stress0.965 kg/cm2
Peak Strength 0.779 kg/cm2
Horizontal Deformation3.662 mm
Residual Stress0.000 kg/cm2
Vertical Deformation 0.181 mm
Tested By and Date:
ClientMUNICIPALIDAD DISTRITAL DE KIMBIRIStructure
ProjectDEFENSA RIVEREA HELARESJob100
Sample293
Test Details
StandardASTM D3080-03 / AASHTO T236-92Specific Gravity2.65
Sample TypeCore sampleSingle/ Multi StageSingle Stage
Lab. Temperature26.0 deg.CLocationCALICATA C-3 E-2
Sample Description
ObservationNone
Specimen Details
Specimen ReferenceCDescription
Depth within Sample19.05mmOrientation within Sample
Initial Height 19.050 mmArea3166.92 mm2
Structure / PreparationInitial Water Content*9.0 %
Initial Wet Unit Weight17.38 kN/m3Degree of Saturation37.90 %
Initial Dry Unit Weight15.95 kN/m3Initial Voids Ratio0.630
Final Wet Unit Weight17.85 kN/m3Final Water Content9.56%
Final Dry Unit Weight16.29 kN/m3Dry Mass98.07 g
Tested Dry or SubmergedSubmerged
Comments
* Calculated from initial and dry weights of whole specimen
ClientMUNICIPALIDAD DISTRITAL DE KIMBIRIStructure
Project DEFENSA RIVEREA HELARESJob100
Sample293
Rate of Horizontal DisplacementStage 1: 0.8000mm/min
ClientMUNICIPALIDAD DISTRITAL DE KIMBIRIStructure
ProjectDEFENSA RIVEREA HELARESJob100
Sample293
Conditions at Failure
Normal Stress1.281 kg/cm2
Peak Strength 1.046 kg/cm2
Horizontal Deformation7.939 mm
Residual Stress0.000 kg/cm2
Vertical Deformation 0.428 mm
Tested By and Date:
Test Summary
ReferenceABC
Normal Stress0.649 kg/cm20.965 kg/cm21.281 kg/cm2
Peak Strength0.525 kg/cm20.779 kg/cm21.046 kg/cm2
Corresponding Horizontal Displacement2.569 mm3.662 mm7.939 mm
Residual StressN/AN/AN/A
Rate of Shear DisplacementStage 1: 0.8000mm/min Stage 1: 0.8000mm/min Stage 1: 0.8000mm/min
Final Height18.97 mm18.88 mm18.65 mm
Sample Area3166.92 mm23166.92 mm23166.92 mm2
Initial Wet Unit Weight17.38 kN/m317.36 kN/m317.38 kN/m3
Initial Dry Unit Weight15.94 kN/m315.93 kN/m315.95 kN/m3
Final Wet Unit Weight17.48 kN/m317.59 kN/m317.85 kN/m3
Final Dry Unit Weight16.01 kN/m316.08 kN/m316.29 kN/m3
Final Moisture Content9.2 %9.4 %9.6 %
Particle Specific Gravity2.65 2.65 2.65
Final Void Ratio0.62380.61680.5960
Final Saturation38.91%40.25%42.53%
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ELE International, SM SAN MARCOS S.A. Page 10 of 10
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