The square footing shown below must be designed to carry a 2400 KN load. Use Terzaghi's bearing capacity formula and factor of safety = 3. Determine the foundation dimension B in the following a. If the water table is well below the foundation level cases: b. If the water table is at the foundation level c. If the water table is at the surface 2400 kN = 32° C= 50 kN/m² Ya = 17.25 kN/m³ 2m 3m

The square footing shown below must be designed to carry a 2400 KN load. Use Terzaghi's bearing capacity formula and factor of safety = 3. Determine the foundation dimension B in the following a. If the water table is well below the foundation level cases: b. If the water table is at the foundation level c. If the water table is at the surface 2400 kN = 32° C= 50 kN/m² Ya = 17.25 kN/m³ 2m 3m

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter4: Shallow Foundations: Ultimate Bearing Capacity

Section: Chapter Questions

Problem 4.2P: A square column foundation has to carry a gross allowable load of 1805 kN (FS = 3). Given: Df = 1.5...

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The square footing shown below must be designed to carry a 2400 KN load. Use Terzaghi's bearing capacity formula and factor of safety = 3. Determine the foundation dimension B in the following two cases: 1. The water table is at Im below the foundation (as shown). 2. The water table rises to the ground surface. 2400 kN O = 32° C = 50 kN/m? Yd = 17.25 kN/m³ 2 m 3m B Ys = 19.5 kN/m³
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The square footing shown below must be designed to carry a 2400 KN load. Use Terzaghi's bearing capacity formula and factor of safety = 3. Determine the foundation dimension B in the following case : a. If the water table is at foundation level 2400 kN $ = 32° C = 50 kN/m² Ya = 17.25 kN/m³ 2m 3m Y, = 19.5 kN/m³
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A foundation is 3 mx 2 m in plan. Given: Df= 1.5 m, o'= 25°, c'= 70 kN/m². With General Bearing Capacity equation and FS = 3 assmuming general shear failure in soil, determine the net allowable load that the footing can carry. a) NOTE: Due to drought, groundwater level has been lowered down to a depth of 1.5m from the ground surface. b) Net allowable load that the footing can carry using general bearing capacity equation and F.S.=3 assuming general shear failure in soil. c) Ultimate bearing capacity (qu) using prakash and saran theory with eB=0.3m and eL=0.5m. y = 17 kN/m 1 m 1.5 m Groundwater level 3 m x 2 m Yut = 19.5 kN/m