Figure 1-8. Variation Kcu for clay with respect to undrained shear strength and overconsolidation ratio

Elastic Modulus

Chapter 2: Design Stresses

Deep Foundations - index
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EI 02C097

01 Jul 97

Figure 1-8. Variation Kcu for clay with respect to undrained shear strength and

overconsolidation ratio

1-21

Western Governors University

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