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Behavior of soil mass under dynamic loading

Sparrow, R.W. / Tory, A.C.

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.

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Behavior of soil mass under dynamic loading

Sparrow, R.W. / Tory, A.C.

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

Sparrow, R.W. / Tory, A.C.

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.

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Title:

Behavior of soil mass under dynamic loading

Additional title:

ASCE -- Proc (J Soil Mechanics Foundation Div)

Contributors:

Sparrow, R.W. (author) / Tory, A.C. (author)

Published in:

American Society of Civil Engineers Proceedings, Journal of the Soil Mechanics and Foundations Division ; 92

Publication date:

1966

Size:

25 pages

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Roads and streets

© Metadata Copyright Elsevier B. V. All rights reserved.

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