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)

Structural Analysis
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Chapter2: Loads On Structures
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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 T₁ =0.6.
U₁v=1- Σ exp(-M²T)
MIX 2
M²
M-
(6.34)
Transcribed Image Text: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 T₁ =0.6. U₁v=1- Σ exp(-M²T) MIX 2 M² M- (6.34)
Pervious
-#o
(d)
*
11
H₂=2H
- Pervious ..
Transcribed Image Text:Pervious -#o (d) * 11 H₂=2H - Pervious ..
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