A series of unconfined compression tests in the zone of interest (from SPT samples) from a boring-log give an average qu = 200kpa. The soil is fully saturated (โ =0).
Estimate the allowable bearing capacity for square footing located at somewhat uncertain depth (let D =0m) and B dimensions unknown using both the Meyerhof and terzaghi bearing-capacity equations. use safety factor SF =3.0.
Unit weight of materials used in Construction The unit weight of materials is an important factor to consider in engineering and construction projects. It refers to the weight of a material per unit volume, typically
Question For the smooth vertical wall shown in Figure Q1, determine the total active thrust on the wall and the position where it acts. Ground water level is at a depth of 1.5 m. Solution
Question A 10 m high retaining wall has been holding a soil with the following composition: G=2.65, e= 0.50, w=10%, and ะค=20 degrees. Determine the active thrust on the wall due to soil and water,
Question For the smooth vertical wall shown in figure below. Determine the total active thrust on the wall and the position where it acts. ground water level is at a depth of 1.5m Solution