6.2 Starting from Eq. (6.34), solve for the average degree of consolidation for linearly varying initial excess pore water pressure distribution for a clay layer with two-way drainage (Figure 6.3d) for T, = 0.6. M=0 U₁=1- Σ exp(-M²T) M² m=0 (6.34)
6.2 Starting from Eq. (6.34), solve for the average degree of consolidation for linearly varying initial excess pore water pressure distribution for a clay layer with two-way drainage (Figure 6.3d) for T, = 0.6. M=0 U₁=1- Σ exp(-M²T) M² m=0 (6.34)
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter2: Geotechnical Properties Of Soil
Section: Chapter Questions
Problem 2.24P
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