A foundation 4m x 2m carries a uniform pressure of 200k (Solved)
Question A foundation 4m x 2m carries a uniform pressure of 200kPa at a depth of 1m in a layer of saturated clay 11m deep and underlain by a hard stratum. If undrained elastic modulus,
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The average N60 blow count =6 in the effective zone for a footing…
Question The average N60 blow count =6 in the effective zone for a footing located at D = 1.6m (blow count in range from 1-to 4m depth). What is the allowable bearing capacity for a
Solved: A series of unconfined compression tests in the zone of …
Question 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 (∅=0). Estimate the allowable bearing capacity
Solved: A square column foundation (figure 6.12) is to be construc…
Question A square column foundation (figure 6.12) is to be constructed on a sand deposit. The allowable load Q will be inclined at an angle β =20° with the vertical. The standard penetration numbers N60
A series of large-scale footing bearing-capacity test were…
Question A series of large-scale footing bearing-capacity test were performed on soft saturated clay (∅ = 0). one of the tests consisted of a 1.5m square footing at a depth D = 1.5m. At a
A square footing that is vertically and concentrically loaded is to be
Question A square footing that is vertically and concentrically loaded is to be placed and cohesion-less soil as shown in the figure. What is the allowable bearing capacity with factor of safety of 3 using terzaghi method. Assume the water content of soil
A square footing that is vertically and concentrically loaded is to be
A square footing that is vertically and concentrically loaded is to be place on a cohesion-less soil as shown in the figure below, the soil and other data are given below. What is the allowable
Solved: A square footing of size B x B is required to carry a gross
Question A square footing of size B x B is required to carry a gross allowable load of 670 kN. The base of the footing is to be located at a depth of 1 m