A 12 m thick layer of Lynchburg clay is doubly drained. The coefficient of consolidation Cv = 8 x 10-8 m2/s. Find the degree of consolidation for the clay 5 years after loading at depth of 3, 6, 9, and 12 m. For the same soil, if a structure applied an average vertical stress increase of 100 kPa, estimate the excess pore-water pressure remaining in the clay after 5 years at the depths indicated above. A 12 m thick layer of Lynchburg clay is doubly drained. The coefficient of consolidation C₂ =8 x 10-8 m². Find the degree of consolidation for the clay 5 years after loading at depth of 3, 6,S9, and 12 m.For the same soil, if a structure applied an average vertical stress increase of 100 kPa, estimatethe excess pore-water pressure remaining in the clay after 5 years at the depths indicated above.

H=12 mCv = 8.0 X 10-8 m2/sNumber of years = 5

Answered: A 12 m thick layer of Lynchburg clay is…

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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A 12 m thick layer of Lynchburg clay is doubly drained. The coefficient of consolidation C_v = 8 x 10-8 m²/s. Find the degree of consolidation for the clay 5 years after loading at depth of 3, 6, 9, and 12 m.

For the same soil, if a structure applied an average vertical stress increase of 100 kPa, estimate the excess pore-water pressure remaining in the clay after 5 years at the depths indicated above.

A 12 m thick layer of Lynchburg clay is doubly drained. The coefficient of consolidation C₂ =
8 x 10-8 m². Find the degree of consolidation for the clay 5 years after loading at depth of 3, 6,
S
9, and 12 m.
For the same soil, if a structure applied an average vertical stress increase of 100 kPa, estimate
the excess pore-water pressure remaining in the clay after 5 years at the depths indicated above.

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