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A platform for research: civil engineering, architecture and urbanism
Analysis of Results of Consolidation Tests of Saturated Clayey Soils
Abstract It is shown that the dependence of soil deformation on the distance to the drainage boundary, which is noted by a number of experimenters for the stage of secondary consolidation, is explained by incorrect interpretation of test data. Laboratory results demonstrating an apparent lack of creep in the stage of primary consolidation are explained by characteristic features of the generalized consolidation equations and relationships between their parameters.
Analysis of Results of Consolidation Tests of Saturated Clayey Soils
Abstract It is shown that the dependence of soil deformation on the distance to the drainage boundary, which is noted by a number of experimenters for the stage of secondary consolidation, is explained by incorrect interpretation of test data. Laboratory results demonstrating an apparent lack of creep in the stage of primary consolidation are explained by characteristic features of the generalized consolidation equations and relationships between their parameters.
Analysis of Results of Consolidation Tests of Saturated Clayey Soils
Konovalov, P. A. (author) / Bezvolev, S. G. (author)
2005
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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