Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Creep and long-term strength of clayey soils in triaxial compression
Abstract The results of experimental investigations of the creep and long-term strength of clayey soils, which the authors conducted on a stabilometric type of triaxial-compression machine, are discussed. Equations describing laws governing vanishing and nonvanishing creep with allowance for dilatancy, and also a variant of the time-dependent equation of the limiting stress state are proposed.
Creep and long-term strength of clayey soils in triaxial compression
Abstract The results of experimental investigations of the creep and long-term strength of clayey soils, which the authors conducted on a stabilometric type of triaxial-compression machine, are discussed. Equations describing laws governing vanishing and nonvanishing creep with allowance for dilatancy, and also a variant of the time-dependent equation of the limiting stress state are proposed.
Creep and long-term strength of clayey soils in triaxial compression
Vyalov, S. S. (Autor:in) / Khamed, A. Sh. (Autor:in)
1997
Aufsatz (Zeitschrift)
Englisch
Lokalklassifikation TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
Creep and Long-Term Strength of Clayey Soils in Triaxial Compression
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