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A 9 metre high retaining wall retains a soil with the following properties: φ = 36°; γ = 18 kN/m3.
What will be the enhance in horizontal thrust if the soil slopes up from the top of the wall at an angle of 36° to the horizontal than when it has a horizontal surface?
Behaviour of struts in compression compared with the behaviour of struts in tension? Also do you know a credible source that I can reference?
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Q. Effect of Footing Size on Stress Zone? The modulus of elasticity of the soil may be determined by plotting stress-strain diagram based on triaxial test or plate load test.
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how to prepare a project of final year
Two readings ie 1.64m and 0.73m were taken during leveling procedure to define the slope of a centerline of a bridge at points A and B. If distance AB=50 m, find the slope of line
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