= A rectangular footing (3 mx 2 m in plan) shown in Figure 01 is founded at a depth of 1.5 m below the ground surface in

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= A rectangular footing (3 mx 2 m in plan) shown in Figure 01 is founded at a depth of 1.5 m below the ground surface in

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A Rectangular Footing 3 Mx 2 M In Plan Shown In Figure 01 Is Founded At A Depth Of 1 5 M Below The Ground Surface In 1
A Rectangular Footing 3 Mx 2 M In Plan Shown In Figure 01 Is Founded At A Depth Of 1 5 M Below The Ground Surface In 1 (114.38 KiB) Viewed 26 times
= A rectangular footing (3 mx 2 m in plan) shown in Figure 01 is founded at a depth of 1.5 m below the ground surface in a sandy soil having a d' 34°. The water table is at a depth of 1 m below base of the footing. Determine the net allowable load the foundation could carry. 1.5m 3 m X 2 m y = 17.5 kN/m 1.Om What will be the net allowable load on the footing if the water table rises to (a) the base level of the foundation, and (b) 0.5 m below ground level. Groundwater level Ysat = 19.5 kN/m Figure :01
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