Given The Potential One Foot Thick Slope Circular Arc Shown In

Given the potential one-foot thick slope failure along the circular arc shown in the sketch and the data in Table 2.14, find the safety factor for slice 2 and for slice 7, then show algebraically the safety factor for the slope. Slope height is 120 ft (36.6 m), slope angle is 29◦, and specific weight is about 95pcf (15kN/m3). Cohesion is 367 psf (17.6 kPa) and the angle of internal friction of the material is 16◦.

Given the potential one-foot thick slope circular arc shown in

Posted in Uncategorized

Place this order or similar order and get an amazing discount. USE Discount code “GET20” for 20% discount