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Investigation from theoretical point of view which evolves means of calculating both maximum bending moment and depth to which piles should be driven on assumption that soil is of nature presupposed by angle of repose, weight of soil, and earth-pressure formula. (See also - no. 3475 Sept. 4, 1931, pp. 274-278)
Investigation from theoretical point of view which evolves means of calculating both maximum bending moment and depth to which piles should be driven on assumption that soil is of nature presupposed by angle of repose, weight of soil, and earth-pressure formula. (See also - no. 3475 Sept. 4, 1931, pp. 274-278)
Design of piled retaining walls
Engineering
Grant, R.J. (author)
Engineering ; 132
1931
4 pages
12 figs.
Article (Journal)
English
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Design of piled retaining walls
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