A 2.1 – m. clay layer (e = 0.54, Gs = 2.72, Cc = 1/3) is overlain with 4.5 m. thick of sand layer (e = 0.5, Gs = 2.63). The water table is 2.0 m. below the ground surface. If a 2.3- m. thick land fill (unit weight = 16.1 kN/m3) is placed over the existing ground surface, determine: a. The uniformly distributed load at the initial ground surface in kPa. b. The primary consolidation settlement of the soil in m

A 2.1 – m. clay layer (e = 0.54, Gs = 2.72, Cc = 1/3) is overlain with 4.5 m. thick of sand layer (e = 0.5, Gs = 2.63). The water table is 2.0 m. below the ground surface. If a 2.3- m. thick land fill (unit weight = 16.1 kN/m3) is placed over the existing ground surface, determine: a. The uniformly distributed load at the initial ground surface in kPa. b. The primary consolidation settlement of the soil in m

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter9: Consolidation

Section: Chapter Questions

Problem 9.8P

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