Q1: Find the maximum primary consolidation settlement occurred in the soil profile due to wide spread load equal to (50) kPa, if you know that the clay layer has OCR = 1.2, and L.L =25% and find the time required to reach 35 %3| mm of consolidation settlement. 150 kN/m² NGS e. = 0.5 G,= 2.64 2.5 m w.L 1.5 m Clay C, = 1.8m/y y = 16KN/m² e, = 0.4 5 m 3.5 m Sandy Gravel y = 14KN/m²

Q1: Find the maximum primary consolidation settlement occurred in the soil profile due to wide spread load equal to (50) kPa, if you know that the clay layer has OCR = 1.2, and L.L =25% and find the time required to reach 35 %3| mm of consolidation settlement. 150 kN/m² NGS e. = 0.5 G,= 2.64 2.5 m w.L 1.5 m Clay C, = 1.8m/y y = 16KN/m² e, = 0.4 5 m 3.5 m Sandy Gravel y = 14KN/m²

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 11.3P

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