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Would you estimate that the slope indicated in Figure 1 is stable? If your answer is no, what do you think will be the mode o

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H=5m TA Given: Vd = 16 kN/m C = 2.5kpa 0 = 30°. Factor of safely (C-Ⓡ soils) : FS = Shear strength Sheao Stress = Cartand = (PLEASE LIKE SIR...

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