In Problem 16.3, if there was a surcharge of 20 kN/m 2 at the ground level, what

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In Problem 16.3, if there was a surcharge of 20 kN/m² at the ground level, what would be the total horizontal normal stresses at A and B? Use the results from Problem 16.3.

Problem 16.3.

The soil profile at a site is shown Figure P16.3. Find the total horizontal normal stresses at A and B, assuming at-rest conditions.

Figure P16.3.

GL 2 m Sand (y = 16.5 kN/m?; K, = 0.45) %3D 3 m GWL 4 m Clay (y = 19.0 kN/m?; K, = 0.55) • B

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Principles Of Foundation Engineering

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Authors: Braja M. Das, Nagaratnam Sivakugan

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Question Posted: Aug 12, 2020 03:21 AM

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In Problem 16.3, if there was a surcharge of 20 kN/m 2 at the ground level, what

Question:

GL 2 m Sand (y = 16.5 kN/m?; K, = 0.45) %3D 3 m GWL 4 m Clay (y = 19.0 kN/m?; K, = 0.55) • B

Step by Step Answer:

As per Problem 163 the vertical stress at the ground level is v1 1 h1 20 kNm 6 m 120 kNm wh...View the full answer

Principles Of Foundation Engineering

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