coefficient of consolidation of 20 ft2 /yr is given for the singly-drained clay layer. This layer is subjected to a uniform vertical stress increase of 100 kPa.2 years after the application of the load what will be the value of the excess pore pressure at point A . chart giving the local degree of consolidation.
coefficient of consolidation of 20 ft2 /yr is given for the singly-drained clay layer. This layer is subjected to a uniform vertical stress increase of 100 kPa.2 years after the application of the load what will be the value of the excess pore pressure at point A . chart giving the local degree of consolidation.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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coefficient of consolidation of 20 ft2 /yr is given for the singly-drained clay layer. This layer is subjected to a uniform vertical stress increase of 100 kPa.2 years after the application of the load what will be the value of the excess pore pressure at point A . chart giving the local degree of consolidation.
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