A soil profile is shown in Figure P3.3 along with the standard penetration numbers in the clay

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A soil profile is shown in Figure P3.3 along with the standard penetration numbers in the clay layer. Use Eqs. (3.8b) and (3.9) to determine the variation of c_u and OCR with depth. What is the average value of c_u and OCR?

Figure P3.3

Dry sand y = 16.5 kN/m3 1.5 m Groundwater table Sand 1.5 m Ysat = 19 kN/m3 Ngo 60 5 1.5 m 8 Clay Ysat = 16.8 kN/m³ 1.5 m * A •8 1.5 m 1.5 m 10 Sand

Eqs. (3.8b)

Eqs. (3.9)

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Principles Of Foundation Engineering

ISBN: 9781337705028

9th Edition

Authors: Braja M. Das, Nagaratnam Sivakugan

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Question Posted: Aug 12, 2020 02:31 AM

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A soil profile is shown in Figure P3.3 along with the standard penetration numbers in the clay

Question:

Dry sand y = 16.5 kN/m3 1.5 m Groundwater table Sand 1.5 m Ysat = 19 kN/m3 Ngo 60 5 1.5 m 8 Clay Ysat = 16.8 kN/m³ 1.5 m * A •8 1.5 m 1.5 m 10 Sand

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Principles Of Foundation Engineering

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