Refer to the soil profile shown in Figure 10.28. Assume the cone penetration resistance, qc, at A as determined by an electric friction-cone penetrometer is 0.6 MN/m2. a. Determine the undrained cohesion, cu. b. Find the over consolidation ratio, OCR

Refer to the soil profile shown in Figure 10.28. Assume the cone penetration resistance, qc, at A as determined by an electric friction-cone penetrometer is 0.6 MN/m2. a. Determine the undrained cohesion, cu. b. Find the over consolidation ratio, OCR

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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Question

Refer to the soil profile shown in Figure 10.28. Assume the cone penetration resistance, q_c, at A as determined by an electric friction-cone penetrometer is 0.6 MN/m².

a. Determine the undrained cohesion, c_u.

b. Find the over consolidation ratio, OCR

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