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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?
how can I use reciprocal type of leveng method to level a ground, and a procedure
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list some applications of quadratic equation in civil engineering
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