IM 3M² 8m. 3M Im B SAND 8=18.5 KN =0 m3 4= 38 le 4M- Develop: A) the lateral earth pressure diagram for the above braced sheeted system using the AEP loading concepts, a. determine loads on struts A, B, and C b. assume a Silty Sand with y = 18.5 kN/cubic m, q=38 degrees and water level is very deep. . c. Note: struts locations are as shown in above figure. B) the lateral earth pressure diagram for the above braced sheeted system using the AEP loading concepts, assuming same soil conditions, but water level is at the ground surface a. Determine loads on struts A, B and C

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Braced cuts

The braced cut is a method of providing lateral support to the soil in foundation trenches, to prevent the trenches from deformation by the caving in of soil and resisting it from moving laterally. During shallow excavation in firm soil, generally, slopes are provided to resist the caving in of soil. During shallow excavation in soft soil and deep excavation, the chances of caving in of soil increase. Hence, it becomes necessary to make a provision to resist the deformation of trenches due to caving in of soil. The braced cut is the method used for such conditions. The excavation using braced cuts is a bit uneconomical as compared to the traditional open-cut excavation method but provides better safety than the cut excavation method.