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Dead load stresses and instability of slopes
Analysis of dead load stresses in massive structures by methods of linear theory of elasticity, taking into account construction sequence involved in attaining final shape; infinite wedge with horizontal top surface is considered as example; solution is extended to take account of bands of different density materials with constant density in band and constant elastic properties in all bands; results are applied to soil embankments for which origin and direction of retrogressive slides are rationally predicted.
Dead load stresses and instability of slopes
Analysis of dead load stresses in massive structures by methods of linear theory of elasticity, taking into account construction sequence involved in attaining final shape; infinite wedge with horizontal top surface is considered as example; solution is extended to take account of bands of different density materials with constant density in band and constant elastic properties in all bands; results are applied to soil embankments for which origin and direction of retrogressive slides are rationally predicted.
Dead load stresses and instability of slopes
ASCE -- Proc (J Soil Mechanics Foundations Div)
Goodman, L.E. (author) / Brown, C.B. (author)
1963
32 pages
Article (Journal)
English
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