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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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