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POREWATER PRESSURE UNDER AXISYMMETRIC UNDRAINED LOADING

The porewater pressure changes in soils are due to the changes in mean total and deviatoric stresses. Skempton (1954) proposed the following equation to determine the porewater pressure under axisymmetric conditions: Read this topic

23rd February 2011 , 01:26 PM #1
shailendra
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Electromagnetic Spectrum - Complete Graphic
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