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Excerpt from Bearing Power of Soils: Thesis for the Degree of Bachelor of Science in Civil Engineering in the College of Engineering, University of Illinois, 1911
The condition of the earth is much more uniform behind a retaining wall than it is in a foundation; and if that problem cannot be solved by neans of theoretical consideration, it does not seem probable that any criteria as to the safe beariné power of soils will be obtained by means of this method.
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