68 A 2.0 m wide strip foundation is placed in sand at 1.0 m depth. The properties of the sand are: y 19.5 kN/m3, c' 0, and ф,-: 34° Determine the maximum wall load that the foundation can carry, with a factor of safety of 3.0, using a. Terzaghi's original bearing capacity equation with his bearing capacity factors, and b. Meyerhof's general bearing capacity equation with shape, depth, and inclination factors from Table 6.3

68 A 2.0 m wide strip foundation is placed in sand at 1.0 m depth. The properties of the sand are: y 19.5 kN/m3, c' 0, and ф,-: 34° Determine the maximum wall load that the foundation can carry, with a factor of safety of 3.0, using a. Terzaghi's original bearing capacity equation with his bearing capacity factors, and b. Meyerhof's general bearing capacity equation with shape, depth, and inclination factors from Table 6.3

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Foundation construction

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subject : Geotechnical Design

Book : PRINCIPLE OF FOUNDATION ENGINEERING

68 A 2.0 m wide strip foundation is placed in sand at 1.0 m
depth. The properties of the sand are: y 19.5 kN/m3, c' 0,
and ф,-: 34° Determine the maximum wall load that the
foundation can carry, with a factor of safety of 3.0, using
a. Terzaghi's original bearing capacity equation with his
bearing capacity factors, and
b. Meyerhof's general bearing capacity equation with
shape, depth, and inclination factors from Table 6.3

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