Der silty sand layer and a gravelly sand layer. The A 20 m thick clay layer is sandwiched between a layer experiences 30 mm settlement in 2 years. Given 2 TU for U≤ 60% T₁ = 4 100 | 1.781-0.933 log10 (100-U) for U >60% Where T, is the time factor and U is the degree of consolidation in %. If the coefficient of consolidation of the layer is 0.003 cm²/s, the deposit will experience a total of 50 mm settlement in the next years.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Der
silty sand layer and a gravelly sand layer. The
A 20 m thick clay layer is sandwiched between a
layer experiences 30 mm settlement in 2 years.
Given
TC
U
for U≤ 60%
4 100
T₁=
1.781-0.933 log10 (100-U)
for U > 60%
Where T, is the time factor and U is the degree
of consolidation in %.
If the coefficient of consolidation of the layer is
0.003 cm²/s, the deposit will experience a total of
50 mm settlement in the next
years.
14
Transcribed Image Text:Der silty sand layer and a gravelly sand layer. The A 20 m thick clay layer is sandwiched between a layer experiences 30 mm settlement in 2 years. Given TC U for U≤ 60% 4 100 T₁= 1.781-0.933 log10 (100-U) for U > 60% Where T, is the time factor and U is the degree of consolidation in %. If the coefficient of consolidation of the layer is 0.003 cm²/s, the deposit will experience a total of 50 mm settlement in the next years. 14
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