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Evaluation of the Effectiveness of Precompaction of a Weak Saturated Clayey Bed by the Overload Method
Abstract The effects of temporary overloading on the time required for consolidation of slowly deforming foundation beds is investigated for industrial and civil construction in lowland and coastal areas.
Evaluation of the Effectiveness of Precompaction of a Weak Saturated Clayey Bed by the Overload Method
Abstract The effects of temporary overloading on the time required for consolidation of slowly deforming foundation beds is investigated for industrial and civil construction in lowland and coastal areas.
Evaluation of the Effectiveness of Precompaction of a Weak Saturated Clayey Bed by the Overload Method
Konovalov, P. A. (Autor:in) / Zekhniev, F. F. (Autor:in) / Bezvolev, S. G. (Autor:in)
2002
Aufsatz (Zeitschrift)
Englisch
Lokalklassifikation TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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