Principles of Foundation Engineering (MindTap Course List)
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN: 9781337705028
Author: Braja M. Das, Nagaratnam Sivakugan
Publisher: Cengage Learning
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Chapter 7, Problem 7.2P

In Problem 7.1, if there was no bedrock present for at least 12.0 ft below the foundation, what would the ultimate bearing capacity be?

7.1 A 7.5 ft wide rough continuous foundation is placed in the ground at 3.0 ft depth. There is bedrock present at 3 ft depth below the bottom of the foundation. The soil properties are c′ = 210 lb/ft2, ϕ′ = 25°, and γ = 115.0 lb/ft3. Determine the ultimate bearing capacity of the foundation.

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QUESTION 1 1. a) A 7.5 ft wide rough continuous foundation is placed in the ground at 3.0 ft depth. Bedrock is 3 ft depth below the bottom of the foundation. Soil properties: c' = 210 lb/ft², = 25%, y = 115.0 lb/ft³ What is the ultimate bearing capacity of the foundation? b) What is ultimate bearing capacity assuming there is no bedrock present for at least 12.0 ft below the foundation?
Please solve this problem with step by step solutions and clear calculations so I can understand the theory and concept, Thank you
It is planned to construct a rectangular foundation with base dimensions of 8 * 14 m (B* L) on the construction site with the ground profile as in the figure. Accordingly, if the YASS descends 9 m, what would be the change in the final bearing capacity of the ground? Note: Make your calculation using the Terzaghi bearing capacity formula as the safety factor of 3 0m c=18 kPa, -18° Y=20 kN/m³ Y-21,8 kN/m³ 1.5 m SM H e=0.67 2.7 m GW 12 m c=8 kPa, -23° e=0.23 Yo=22 kN/m³ Y-23,2 kN/m³
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