A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Retangular Loads on Inhomogeneous Elastic Soil
The surface settlements at the corner of a rectangular area of uniform loading on a half-space of elastic material, whose Young's modulus varies linearly with depth, have been presented for all degrees of inhomogeneity and for Poisson's ratio equal to 0, 1/3, 1/2.
Retangular Loads on Inhomogeneous Elastic Soil
The surface settlements at the corner of a rectangular area of uniform loading on a half-space of elastic material, whose Young's modulus varies linearly with depth, have been presented for all degrees of inhomogeneity and for Poisson's ratio equal to 0, 1/3, 1/2.
Retangular Loads on Inhomogeneous Elastic Soil
P. T. Brown (author) / R. E. Gibson (author)
1972
17 pages
Report
No indication
English
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