A 1.2-meter-diameter circular footing has its bottom 1.95 m. below the ground surface. Unit weight of soil is 19.55 kn/m3, unconfined compressive strength = 158 kPa. Use angle of internal friction = 25° (Nc = 29.3, Nq = 13.7, N, = 9.9). %3D Compute the allowable bearing canacity (in kPa) that the footing could caro LIse ES = 28

A 1.2-meter-diameter circular footing has its bottom 1.95 m. below the ground surface. Unit weight of soil is 19.55 kn/m3, unconfined compressive strength = 158 kPa. Use angle of internal friction = 25° (Nc = 29.3, Nq = 13.7, N, = 9.9). %3D Compute the allowable bearing canacity (in kPa) that the footing could caro LIse ES = 28

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter10: Mat Foundations

Section: Chapter Questions

Problem 10.2P

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