Figure 13.36 shows a retaining wall that is restrained from yielding. For each problem, determine the magnitude
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Overconsolldation ratio, OCR (deg) 35 29 Problem 5.2 m 6 m 5.5 m 18.1 kN/m 14.9 kN/m 19 kN/m 18 kN/m3 40 Sand Unit weight γ (or density p) 8' (angle of wall friction)0
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