Anchors, Dewatering, Protection Monitoring
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Transcript of Anchors, Dewatering, Protection Monitoring
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Lecture #11 Anchors, Dewatering,
Protection of adjacvent buildings, Monitoring
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Talajhorgonyzs (Meszlnyi Zs.) 2
Ground anchors - terms
Ground anchor : A structural element which transfers forces from the supported structure to tghe ground
_____________________________________ Anchor head : transferring load to the
structure (fixing, pre-stressing)) Free section : Connection between
fixed section and anchor head Fixed section : load transfer to soil (behind slip surface, overall
stability!) _____________________________________ HIGH RISK STRUCTURAL ELEMENT
!!!! Can cause progressive failure
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Typical applications
Support of retaining structures Tunnel lining
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Typical applications - EXAMPLE
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Typical applications
Bridge abutment taking the horizontal forces Protection against uplift
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Typical applications - EXAMPLE
Sheet piling temporary working platform anchoring concreting (under water level) pre-stressing
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Typical applications
Ensuring the stability of high structures Protection against forces caused by flowing water
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Typical applications
slope protection (e.g. rock slopes) Harbor
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Ground anchor classification
based on life span: - temporary , T 2 years (e.g. deep excav.) - permanent (e.g. bridge abutment) corrosion! (soil conditions + life span) Type of fixed section: - grouted (load transfer by shear stress) - mechanuical (e.g. umbrella) - expanded body Cast: - precast - cast in place (temporary only !)
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Grouted anchors Fixed section is the
grouted part (prestressing)
load transfer by shear stresses
Advantegous in dense (e 0,6) granular materialand stiff calys (Ic > 1,0)
Most typical in Hungary
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Mechanical anchors Fixed section provided by a mechanical structure installation by driving pulling out causes the opening of the wings Resisance is caused by the passive resistance of the soil Larger movements at prestressing (special machine) temporary, small forces
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Expanded anchors
An expanded body is driven in the soil
Inflating the body Resisance is caused
by the passive resistance of the soil
Advantageous in soft soils
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Expanded anchor
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Expanded anchor
Fixed section different stages
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Grouted anchor
grouting tubes outside Anchor head
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Grouted anchors Elements:
steel bar, threaded
Head : plate + screw nut
Conical tip
Ribbed PVC tube (fixed)
Smooth PVC tube (free)
Inner and oter grouting tubes
Spacer
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Geometry
Anchor head above groundwater level (if possible)
Inclination between 15-30
Fixed section in good bearing capacity soil behind active slip surface
Internal stability (stability of the soil wedge)
Length of fixed section (experience), generally 6,o-8,o m
SOIL EXPLORATION
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Construction
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Horgony frsa friszappal (talajvz felett)
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Horgony frsa friszappal (talajvz felett)
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Talajvz alatti horgony pakker , vzelzrs
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Horgony ellenrz fesztse
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Horgony ellenrz fesztse
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Elkszlt fesztett blokkolt horgony
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Dewatering > Goals of dewatering
1. To keep the excavation
bottom dry
2. To prevent leakage of
groundwater or soils
3. To avoid sand boiling
4. To avoid upheaval failure
5. to keep the basement floor
from floating
http://www.dewateringconsultants.com/
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Dewatering > Goals of dewatering > keeping the excavation bottom dry
Required depth of water table (below excavation bottom)
0.5 m if no heavy machines are present
1.0 m if heavy machines are working at the bottom of the
excavations
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Dewatering > Goals of dewatering > preventing leakage
When using not perfectly water tight
structure (e.g. bored piles, sheet piles)
in sandy-gravelly soils with high
groundwater level, the defection of the
retaining wall may result in leaking of
water and/or soil to the excavation
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Dewatering > Goals of dewatering > to avoide sand boiling
As the water level is lowered at the excavation bottom, a permanent potential
difference is caused and a permanent seepage is generated.
At the bottom the flow
direction is vertical (upward).
If the critical hydraulic gradient
is reached quick condition or
sand boiling occurs
(the seepage force equals
the weight of the soil).
Protection:
- increasing the flow path,
- decreasing the pressure difference
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Dewatering > Goals of dewatering > to avoide upheaval failure
If the excavation is performed in low permeability (e.g. clay) layer underlain by a
large permeability (e.g. sand or gravel) layer, the excavation bottom can be
subjected to a significant water pressure.
If the water pressure is larger than the weight of the soil, upheaval failure occurs.
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Dewatering > Goals of dewatering > to avoide basement floating
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Dewatering > Methods > Open sump method
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Dewatering > Methods > Open sump method
- Commonly used
- Very economical
- In high permeability soils large influence zone significant amount of water
- In low permeability soils local effect closer ditch spacing
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Dewatering > Methods > Deep wells
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Dewatering > Methods > Deep wells
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Dewatering > Methods > Deep wells
- Tyical diameter: 120-200 mm
- Wells are to be located in the vicinity of the excavation
- In high to moderate permeability soils large influence zone significant amount of water
- In low permeability soils local effect closer ditch spacing (often well point is more economical)
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Dewatering > Methods > (Vacuum) Well point
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Dewatering > Methods > Well point
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Dewatering > Methods > Well point
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Dewatering > Methods > Well points
- Forced draining
- Wells are to be located in the vicinity of the excavation
- Can be used effectively in the case of low permeability soils
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Dewatering > Methods > Well point
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2008 PJ
Impervious layer
q
r1 r2
r
dh
dr
h2 h1 h
[ ]hr2
=
1
2
1
2
h
h
r
r
dhhq
k2r
dr
( )22212
1
hhrrln
qk
=
vAq =
drdhk=q
Field determination of k Pumping test test
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2008 PJ
ASSUMPTIONS:
The groundwater is infinite in horizontal direction
The soil layer is homogeneous horizontal, has a constant thickness
The groundwater supply is ensured
The well is deepened to and impervios layer
The coeeficient of permeability is the same in each direction .
Field determination of k Pumping test test
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2008 PJ
t
y L
2r
ty
yr
Ly2
rL20
40k
+
=
q
y
Field determination of k Pumping test test
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Dewatering > Appropiate dewatering method
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Dewatering > Influence range
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Dewatering > Influence range
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Dewatering > Influence range
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Protection of adjacent buildings
Monitoring
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Allowable settlements > Deformation types
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Allowable settlements > Limiting values of deformation
Deep excavation Theory and practice
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Allowable settlements > Limiting values of deformation
Deep excavation Theory and practice (Yen and Chang, 1991)
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Allowable settlements > Decreasing movements
Soil improvement
chemical grouting, jet grouting
deep mixing
micropiles
Taking into account the characteristics of excavation induced defromation
reducing the unsupported length
decreasing the influence of creeping (reducing construction time)
corner effect
Increasing the stiffnes of strut-retaining structure system
increasing strut stiffness
increasing wall stiffness
cross or counterfort walls
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Allowable settlements > Movements caused by construction defects
Leakage Dewatering
Removal of
sheet piles
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Monitoring
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Monitoring > Strain gauges > basic principle
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Monitoring > Measurement of movements > retaining wall deformation (inclinometer)
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Monitoring > Measurement of movements > retaining wall deformation (inclinometer)
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Monitoring > Measurement of movements > retaining wall deformation (inclinometer)
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Monitoring > Measurement of movements > retaining wall deformation (inclinometer)
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Monitoring > Measurement of movements > Building settlement
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Monitoring > Measurement of stresses > Earth pressure
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Monitoring > Measurement of stresses > Water pressure
Underground structures, Deep Foundation Ground anchors - termsTypical applicationsTypical applications - EXAMPLETypical applicationsTypical applications - EXAMPLETypical applicationsTypical applicationsGround anchor classification Grouted anchorsMechanical anchorsExpanded anchorsExpanded anchorExpanded anchorSlide Number 15Grouted anchorGrouted anchorsSlide Number 18GeometryConstructionHorgony frsa friszappal (talajvz felett)Horgony frsa friszappal (talajvz felett)Talajvz alatti horgony pakker , vzelzrsSlide Number 24Horgony ellenrz fesztseSlide Number 26Horgony ellenrz fesztseElkszlt fesztett blokkolt horgonyDewatering > Goals of dewateringDewatering > Goals of dewatering > keeping the excavation bottom dryDewatering > Goals of dewatering > preventing leakageDewatering > Goals of dewatering > to avoide sand boilingDewatering > Goals of dewatering > to avoide upheaval failureDewatering > Goals of dewatering > to avoide basement floatingDewatering > Methods > Open sump methodDewatering > Methods > Open sump methodDewatering > Methods > Deep wellsDewatering > Methods > Deep wellsDewatering > Methods > Deep wellsDewatering > Methods > (Vacuum) Well pointDewatering > Methods > Well pointDewatering > Methods > Well pointDewatering > Methods > Well pointsDewatering > Methods > Well pointSlide Number 45Slide Number 46Slide Number 47Dewatering > Appropiate dewatering methodDewatering > Influence rangeDewatering > Influence rangeDewatering > Influence rangeProtection of adjacent buildingsMonitoringAllowable settlements > Deformation typesAllowable settlements > Limiting values of deformationAllowable settlements > Limiting values of deformationAllowable settlements > Decreasing movementsAllowable settlements > Movements caused by construction defectsMonitoringMonitoring> Strain gauges > basic principleMonitoring > Measurement of movements> retaining wall deformation (inclinometer)Monitoring > Measurement of movements> retaining wall deformation (inclinometer)Monitoring > Measurement of movements> retaining wall deformation (inclinometer)Monitoring > Measurement of movements> retaining wall deformation (inclinometer)Monitoring > Measurement of movements> Building settlementMonitoring > Measurement of stresses> Earth pressureMonitoring > Measurement of stresses> Water pressure