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Study of equilibrium limit of rupture of soils under foundation transmitting centric loads
Application of Prandtl's formulas; relation between shear and normal stress; conditions of equilibrium; application to special cases. (See also - n 9 May 1 p 111-2, n 10 May 15 p 124-6)
Study of equilibrium limit of rupture of soils under foundation transmitting centric loads
Application of Prandtl's formulas; relation between shear and normal stress; conditions of equilibrium; application to special cases. (See also - n 9 May 1 p 111-2, n 10 May 15 p 124-6)
Study of equilibrium limit of rupture of soils under foundation transmitting centric loads
Contribution a l'etude de l'equilibre limite de rupture du sol, etc
de Beer, E. (author)
Genie Civil ; 123
1946
3 pages
Article (Journal)
French
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