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Because of nonhomogeneity of medium transmitting forces, there is no complete theory of settlement of foundations; discussion limited to theory of distribution of stress in loaded soil mass; equation relating properties, loads, and stress in soil with predicted settlement; calculation of increase in pressure on compressible layer caused by load of structure.
Because of nonhomogeneity of medium transmitting forces, there is no complete theory of settlement of foundations; discussion limited to theory of distribution of stress in loaded soil mass; equation relating properties, loads, and stress in soil with predicted settlement; calculation of increase in pressure on compressible layer caused by load of structure.
Structural settlement computations
Kentucky Academy Sciences -- Trans
Heer, Jr., J.E. (author)
1952
7 pages
Article (Journal)
English
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