Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Strain energy and behaviour of overconsolidated soils
L.Bjerrum (1965) recently presented strain energy hypothesis which explains qualitatively behavior of overconsolidated clays and phenomena of long-term slope failures in these soils; quantitative evidence, gathered from series of large-scale consolidation tests, is presented which supports strain energy hypothesis; coefficient of earth pressure at rest was found to be function of strain energy at given value of overconsolidation ratio; degree of disintegration of overconsolidated soils during slaking test is related to strain energy.
Strain energy and behaviour of overconsolidated soils
L.Bjerrum (1965) recently presented strain energy hypothesis which explains qualitatively behavior of overconsolidated clays and phenomena of long-term slope failures in these soils; quantitative evidence, gathered from series of large-scale consolidation tests, is presented which supports strain energy hypothesis; coefficient of earth pressure at rest was found to be function of strain energy at given value of overconsolidation ratio; degree of disintegration of overconsolidated soils during slaking test is related to strain energy.
Strain energy and behaviour of overconsolidated soils
Can Geotechnical J
Brooker, E.W. (Autor:in)
1967
8 pages
Aufsatz (Zeitschrift)
Englisch
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