Question-4: An open layer (doubly drained) of clay 4 m thick is subjected to loading that increases the average effective vertical stress from 185 kPa to 310 kPa. m = 0.00025 m²/kN and cv = 0.75 m²/year. Use the concept of time rate of consolidation and solve for, a) the total settlement. [CLO2] [CLO2] b) the settlement at the end of 1 year. c) the time in days for 50% consolidation. [CLO2] d) the time in days for 25 mm of settlement to occur. ICLO 21

Question-4: An open layer (doubly drained) of clay 4 m thick is subjected to loading that increases the average effective vertical stress from 185 kPa to 310 kPa. m = 0.00025 m²/kN and cv = 0.75 m²/year. Use the concept of time rate of consolidation and solve for, a) the total settlement. [CLO2] [CLO2] b) the settlement at the end of 1 year. c) the time in days for 50% consolidation. [CLO2] d) the time in days for 25 mm of settlement to occur. ICLO 21

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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