a continuous footing installed at a depth of 2 feet with a base of 5 feet wide is constructed on the cohesionless soil with a unit weight of 120 lb/ft.³ and an angle of internal friction of 35° no water table encountered find the allowable bearing capacity and the allowable wall load in pounds per foot please show all work and steps

a continuous footing installed at a depth of 2 feet with a base of 5 feet wide is constructed on the cohesionless soil with a unit weight of 120 lb/ft.³ and an angle of internal friction of 35° no water table encountered find the allowable bearing capacity and the allowable wall load in pounds per foot please show all work and steps

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter16: Soil Bearing Capacity For Shallow Foundations

Section: Chapter Questions

Problem 16.14P: Redo Problem 16.13 with the following data: gross allowable load = 184,000 lb, = 121 lb/ft3, c = 0,...

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