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Civil Engineering Quantities 1990
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COMPARING QUANTITIES Comparing Quantities 8
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50 KN/m2 10 Figure Prob. 11. The Soil Conditions Adjacent To A Rigid Retaining Wal Are Shown In Fig. Prob. 11.10, A Surcharge Pressure Of 50 KN/m2 Is Carried On The Surface Behind The Wall. For Soil (A) Above 18 KN/m3. For Soil (B) Below The W T, C' = 10kN/m2 T Apr 4th, 2024
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