Creep and long-term strength of clayey soils in triaxial compression

Autor:	S. S. Vyalov, A. Sh. Khamed
Rok vydání:	1997
Předmět:	Dilatant Soil Science Ocean Engineering Allowance (engineering) Limiting Geotechnical Engineering and Engineering Geology Physics::Geophysics Term (time) Stress (mechanics) General Energy Creep Geotechnical engineering Triaxial compression Clay soil Geology Water Science and Technology
Zdroj:	Soil Mechanics and Foundation Engineering. 34:9-14
ISSN:	1573-9279 0038-0741
DOI:	10.1007/bf02465083
Popis:	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.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_________::a683c010b336ed68b2635e50e06b062b https://doi.org/10.1007/bf02465083 Zobrazit plný text záznamu Full text from SpringerLink