Figure shows a cantilever sheet-pile wall penetrating a granular soil. Assume, γ = 15.5 kN/m3, γsat = 18 kN/m3, φ΄ = 18o, and γw = 10 kN/m3.
(a) Draw the pressure diagram of the cantilever sheet-pile wall (may not necessarily be on scale).
(b) Determine the theoretical depth of embedment.
(c) What should be the minimum section modulus of the sheet piles? Use σall = 180 MN/m2.
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Figure shows a cantilever sheet-pile wall penetrating a granular soil. Assume, γ = 15.5 kN/m3, γsat = 18 kN/m3, φ΄ = 18o, and γw = 10 kN/m3. (a) Draw the pressure diagram of the cantilever sheet-pile wall (may not necessarily be on scale). (b) Determine t
i want the answer with steps. Thank you Determine the depth of a sheet pile penetrating olay soil, shown in Figure2 Determine also minimum sedtion modulus as wall list all the sheet piles that can be used for this 1/2 structure Assume an allowable flexural stress of 170 MN/m2. The soll is clay with a confined CEN 325 Shallow Foundations Final Exam SP 2017 compressive strength of 70 kPa and a unit weight of 17 kNI occurs approach in your...
A cantilever sheet pile is driven into a granular soil where the water table is 2 m (L1) below the top of the sand.The properties of the sand are ?' = 40 degrees, ? = 17.5 kN/m3, and ?sat = 17.5 kN/m3. It is proposed to excavate to a depth of 6 m (L) below the ground level. a.)Determine the actual depth to which the sheet pile must be driven (L+D) , using the net lateral pressure diagram. Note: Dactual...