A continuous foundation, width B = 1.4 m and Dr= 1 m, on a sand clay deposit with c' = 5 kPa,o' = 32°, and y = 17 kN/m³. The foundation is subjected to an eccentricity inclined load withe = 0.15 m and ß = 16°. Estimate the failure load per unit length of the foundation:a. For a partially compensated type of load (Fig. 3(a))b. For a reinforced type of loading (Fig. 3(b))BB(a)(b)Fig. 3

Solution Given Data B= 1.4 m Df= 1m c'=5 KPa φ'=320 e=0.15 m β=160

A continuous foundation, width B = 1.4 m and Df = 1 m, on a sand clay deposit with c' = 5 kPa, O' = 32°, and y = 17 kN/m³. The foundation is subjected to an eccentricity inclined load with e = 0.15 m and B = 16°. Estimate the failure load per unit length of the foundation: a. For a partially compensated type of load (Fig. 3(a)) b. For a reinforced type of loading (Fig. 3(b)) (a) (b) Fig 3

A continuous foundation, width B = 1.4 m and Df = 1 m, on a sand clay deposit with c' = 5 kPa, O' = 32°, and y = 17 kN/m³. The foundation is subjected to an eccentricity inclined load with e = 0.15 m and B = 16°. Estimate the failure load per unit length of the foundation: a. For a partially compensated type of load (Fig. 3(a)) b. For a reinforced type of loading (Fig. 3(b)) (a) (b) Fig 3

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter6: Shallow Foundations: Ultimate Bearing Capacity

Section: Chapter Questions

Problem 6.21P: Consider a continuous foundation of width B = 1.4 m on a sand deposit with c = 0, = 38, and = 17.5...

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