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Stress Strain Elasticity and Plasticity
An Introduction to the Mechanics of Soils
11 other sections not shown
active analysis angle applied assumed base boundary calculations carried cell characteristics clay collapse compaction compression considered consisting consolidation construction corresponding critical curve density depth determined developed direction discontinuities discussed displacement drained earth effective stress elastic engineering equal equation equilibrium factor failure field Figure flow force foundation friction give given by Eq ground hence horizontal increase increment laboratory limit lower bound material measured mechanism method Mohr's circle moisture content movement normal noted obtained occur path placed plastic pore pressure positive possible principal ratio region relatively remains rock samples sand saturated seepage settlement shear shear strength shown in Fig shows similar slice slip line slip plane slope soil solution stability strain structure surface Table taken taking tests total stress undrained loading unit upper bound vertical volume wall weight zero
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