Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Behavior of soil mass under dynamic loading
For initial stages of major research project concerned with distribution of stress and strain in multi-layered pavement systems subjected to dynamic surface loading work described was limited to direct loading of single layer of silty clay contained in pit 8 ft sq by 5 ft deep, in which were buried instruments capable of measuring stress, strain and deflection under dynamic conditions; basis for design of instruments used in this work is outlined and novel strain cell is described; to carry out this work under dynamic conditions it was necessary to design loading system that was capable of delivering single pulse of up to 5 tons with variable duration; details are given of pneumatic system that was developed.
Behavior of soil mass under dynamic loading
For initial stages of major research project concerned with distribution of stress and strain in multi-layered pavement systems subjected to dynamic surface loading work described was limited to direct loading of single layer of silty clay contained in pit 8 ft sq by 5 ft deep, in which were buried instruments capable of measuring stress, strain and deflection under dynamic conditions; basis for design of instruments used in this work is outlined and novel strain cell is described; to carry out this work under dynamic conditions it was necessary to design loading system that was capable of delivering single pulse of up to 5 tons with variable duration; details are given of pneumatic system that was developed.
Behavior of soil mass under dynamic loading
ASCE -- Proc (J Soil Mechanics Foundation Div)
Sparrow, R.W. (Autor:in) / Tory, A.C. (Autor:in)
1966
25 pages
Aufsatz (Zeitschrift)
Englisch
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