i need the answer quickly Dersilty sand layer and a gravelly sand layer. TheA 20 m thick clay layer is sandwiched between alayer experiences 30 mm settlement in 2 years.GivenTCUfor U≤ 60%4 100T₁=1.781-0.933 log10 (100-U)for U > 60%Where T, is the time factor and U is the degreeof consolidation in %.If the coefficient of consolidation of the layer is0.003 cm²/s, the deposit will experience a total of50 mm settlement in the nextyears.14

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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 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.

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.

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter11: Compressibility Of Soil

Section: Chapter Questions

Problem 11.15P

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