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Mathematical analysis for stresses in semi-infinite substance in which ratio of modulus of elasticity in compression to modulus of elasticity in shear is greater than for solids.
Mathematical analysis for stresses in semi-infinite substance in which ratio of modulus of elasticity in compression to modulus of elasticity in shear is greater than for solids.
Stresses in soils under foundation
Franklin Inst -- J
Weiskopf, W.H. (author)
1945
21 pages
Article (Journal)
Electronic Resource
English
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