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Undrained shear strengths of anisotropically consolidated clays

Brinch Hansen, J. / Gibson, R.E.

Theory based on A.W.Skempton's compressibility ratio; expressions found by laboratory tests for effective stresses between grains; analysis of slides in nature; active and passive earth pressure; van test, recently developed for measuring strength of clay in situ; extraction of samples; description of quick shear box test and consolidated quick triaxial tests; numerical examples for two different clays.

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Undrained shear strengths of anisotropically consolidated clays

Brinch Hansen, J. / Gibson, R.E.

Theory based on A.W.Skempton's compressibility ratio; expressions found by laboratory tests for effective stresses between grains; analysis of slides in nature; active and passive earth pressure; van test, recently developed for measuring strength of clay in situ; extraction of samples; description of quick shear box test and consolidated quick triaxial tests; numerical examples for two different clays.

Undrained shear strengths of anisotropically consolidated clays

Brinch Hansen, J. / Gibson, R.E.

Theory based on A.W.Skempton's compressibility ratio; expressions found by laboratory tests for effective stresses between grains; analysis of slides in nature; active and passive earth pressure; van test, recently developed for measuring strength of clay in situ; extraction of samples; description of quick shear box test and consolidated quick triaxial tests; numerical examples for two different clays.

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Title:

Undrained shear strengths of anisotropically consolidated clays

Additional title:

Geotechnique

Contributors:

Brinch Hansen, J. (author) / Gibson, R.E. (author)

Published in:

Geotechnique ; 1

Publication date:

1949

Size:

16 pages

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

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

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