12.37 Figure P 12.37 shows a group pile in clay. Determine the consolidation settlement of the group. Use the 2:1 method to estimate the average effective stress in the clay layers. 1335 KN 3m 3 m 18 m 5 m 3 m 2.75 m X 2.75 m Group plan Groundwater table 15 m Rock Sand y = 15.72 kN/m³ Sand Ysat = 18.55 kN/m³ Normally consolidated clay Ysat = 19.18 kN/m³ € = 0.8 C=0.8 Normally consolidated clay Ysat = 18.08 kN/m³ € = 1.0 C = 0.31 Normally consolidated clay Ysat = 19.5 kN/m³ € = 0.7 Cc = 0.26
12.37 Figure P 12.37 shows a group pile in clay. Determine the consolidation settlement of the group. Use the 2:1 method to estimate the average effective stress in the clay layers. 1335 KN 3m 3 m 18 m 5 m 3 m 2.75 m X 2.75 m Group plan Groundwater table 15 m Rock Sand y = 15.72 kN/m³ Sand Ysat = 18.55 kN/m³ Normally consolidated clay Ysat = 19.18 kN/m³ € = 0.8 C=0.8 Normally consolidated clay Ysat = 18.08 kN/m³ € = 1.0 C = 0.31 Normally consolidated clay Ysat = 19.5 kN/m³ € = 0.7 Cc = 0.26
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter18: Pile Foundation
Section: Chapter Questions
Problem 18.25P
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