Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Shaft friction of piles in cohesive soils in terms of effective stress
It is suggested that lateral effective stresses in ground control magnitude of pile shaft friction when rates of loading are slow enough to ensure drained conditions in clay along pile shaft; these conditions are fulfilled in maintained load tests and particularly in long term, in-service conditions; results of pile tests in London Clay considered in relation to at-rest stresses in clay are in reasonable agreement with theory.
Shaft friction of piles in cohesive soils in terms of effective stress
It is suggested that lateral effective stresses in ground control magnitude of pile shaft friction when rates of loading are slow enough to ensure drained conditions in clay along pile shaft; these conditions are fulfilled in maintained load tests and particularly in long term, in-service conditions; results of pile tests in London Clay considered in relation to at-rest stresses in clay are in reasonable agreement with theory.
Shaft friction of piles in cohesive soils in terms of effective stress
Civ Eng (Lond)
Chandler, R.J. (Autor:in)
1968
Aufsatz (Zeitschrift)
Englisch
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