H.W 2.pdf >H.Q 6A flexible foundation measuring 1.5 m x 3 m is supported by asaturated clay. Given: Dr = 1.2 m, H = 3 m, Es (clay)= 600 kN/m2, and qo= 150 kN/m?. Determine the average elastic settlement of thefoundation.H.O 7Figure 7.3 shows a foundation of 10 ft x 6.25 ft resting on a sanddeposit. The net load per unit area at the level of the foundation, qo, is3000 Ib/ft?. For the sand, u, = 0.3, Es = 3200 Ib/in?, Df = 2.5 ft, and H= 32 ft. Assume that the foundation is rigid and determine the elasticsettlement the foundation would undergo.H.O 8Determine the net ultimate bearing capacity of mat foundations withthe following characteristics:c, = 2500 Ib/ft, = 0, B = 20 ft, L = 30 ft, D, = 6.2 ftFoundation Engineering IH.W 2H.O 9A 20-m-long concrete pile is shown in Figure below. Estimate theultimate point load Q, bya. Meyerhof's methodb. Coyle and Castello's methodConcrete pile460 mm x 460 mmLoose sand20my I86 ANiDee sH.O 10A concrete pile 20 m long having a cross section of 0.46 m x 0.46 m isfully embedded in a saturated clay layer. For the clay, given: Ysat = 18kN/m,0= 0, and cu = 80 kN/m2. Determine the allowable load that thepile can carry (FS = 3). Use the A method to estimate the skinresistance.II<>

A flexible foundation measuring 1.5 m x 3 m is supported by a saturated clay. Given: Dr = 1.2 m, H = 3 m, Es (clay)= 600 kN/m2, and q. = 150 kN/m². Determine the average elastic settlement of the foundation.

A flexible foundation measuring 1.5 m x 3 m is supported by a saturated clay. Given: Dr = 1.2 m, H = 3 m, Es (clay)= 600 kN/m2, and q. = 150 kN/m². Determine the average elastic settlement of the foundation.

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter5: Ultimate Bearing Capacity Of Shallow Foundations: Special Cases

Section: Chapter Questions

Problem 5.11P

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