Foundation Design: Principles and Practices (3rd Edition)
Foundation Design: Principles and Practices (3rd Edition)
3rd Edition
ISBN: 9780133411898
Author: Donald P. Coduto, William A. Kitch, Man-chu Ronald Yeung
Publisher: PEARSON
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Chapter 7, Problem 7.3QPP

A 5 ft wide, 8 ft long, 2 ft deep spread footing is underlain by a soil with the following properties: γ = 120 lb/ft 3 , c ' = 100 lb/ft 2 , and ϕ ' = 28 ° . The groundwater table is at a great depth. Using Vesic’s method, compute the column load required to cause a bearing capacity failure.

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A square footing is to be constructed on a sitly sand soil, as shown in the figure below. The groundwater table is at depth 15 m below the ground surface. Compute the ultimate bearing capacity and the column load required to produce a bearing capacity failure. ć= 8 kPa Solution: $ = 30 ý = 19 1 m. kN m³ 0.6 m-
A strip footing carries a load 14506 lbs per foot of length. The footing has a width of 2.3 ft. Determine the increase in vertical stress directly below the center of the footing at a depth of 0.8 ft. Provide your answer in psf, to 2 decimal place. Do not include units in your response.

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Foundation Design: Principles and Practices (3rd Edition)

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