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Suggested method of determining earth pressure departs from usual course of making angle of repose variable, by assuming value of 26 1/2° irrespective of angle of internal friction of soil; method accompanied by illustrations and tables, is applied to numerical example.
Suggested method of determining earth pressure departs from usual course of making angle of repose variable, by assuming value of 26 1/2° irrespective of angle of internal friction of soil; method accompanied by illustrations and tables, is applied to numerical example.
Retaining walls of flexible sheeting
Civ Eng (Lond)
Minikin, R.R. (author)
1948
4 pages
Article (Journal)
English
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