A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Moldeling the performance of masses of weak clayey soils
A viscoelastoplastic hardening model, developed by the author, which dwells upon the notion concerning the work of weak clayey soils, is presented. Use of the model makes it possible to examine the problem of the interaction of buildings on different types of foundations, and also the effect of deep pits on the surrounding development.
Moldeling the performance of masses of weak clayey soils
A viscoelastoplastic hardening model, developed by the author, which dwells upon the notion concerning the work of weak clayey soils, is presented. Use of the model makes it possible to examine the problem of the interaction of buildings on different types of foundations, and also the effect of deep pits on the surrounding development.
Moldeling the performance of masses of weak clayey soils
Shashkin, A. G. (author)
2011
Article (Journal)
Electronic Resource
English
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
/
56.20$jIngenieurgeologie$jBodenmechanik
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