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Equations below (3.10) NeoPa OCR = 0.58 Dry sand y = 16.5 kN/m 1.5 m Groundwater table Sand 1.5 m (3.11) Ysat = 19 kN/m3 1.5 m •8 o: = 0.47NgoPa Clay Yat = 16.8 kN/m3 1.5 m * A •8 1.5 m •9 1.5 m 10 Sand FIGURE P3.3

Equations below (3.10) NeoPa OCR = 0.58 Dry sand y = 16.5 kN/m 1.5 m Groundwater table Sand 1.5 m (3.11) Ysat = 19 kN/m3 1.5 m •8 o: = 0.47NgoPa Clay Yat = 16.8 kN/m3 1.5 m * A •8 1.5 m •9 1.5 m 10 Sand FIGURE P3.3

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Refer to Figure P3.3 Attached. Use Eqs. (3.10) and (3.11) attached to determine the variation of OCR and preconsolidation pressure   σ'c
.

Equations below (3.10) NeoPa OCR = 0.58 Dry sand y = 16.5 kN/m 1.5 m Groundwater table Sand 1.5 m (3.11) Ysat = 19 kN/m3 1.5 m •8 o: = 0.47NgoPa Clay Yat = 16.8 kN/m3 1.5 m * A •8 1.5 m •9 1.5 m 10 Sand FIGURE P3.3
Transcribed Image Text:Equations below (3.10) NeoPa OCR = 0.58 Dry sand y = 16.5 kN/m 1.5 m Groundwater table Sand 1.5 m (3.11) Ysat = 19 kN/m3 1.5 m •8 o: = 0.47NgoPa Clay Yat = 16.8 kN/m3 1.5 m * A •8 1.5 m •9 1.5 m 10 Sand FIGURE P3.3
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