Soil Mechanics 7
Transcript of Soil Mechanics 7
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7 Shear strength of soils
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porous stones
Specimen
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loading plate
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0
20
30
5 10 15
Shearstress(kN/m2)
Initial != 0.423(dense sample)
Initial != 0.605(loose sample)
Failureshearstress
(densesample)
Residualshearstres
s
(densesample)
Failureshearstress
(loosesample)
Possible grainarrangement forloose state
Possible grainarrangement for
dense state
0 5 10 15
Shear displacement (mm)
- 0.1
0.2
0.1
0
initially dense sample
initially loose sample
%C
hangeinsamplevolume
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Shearstress(!)
(KPa)
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