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Strength behavior of anisotropically consolidated remolded clay

Khera, R.P. / Krizek, R.J.

Investigation is concerned with effect of secondary inherent strength anisotropy caused by variation of consolidation stress path and principal consolidation stress ratio on strength response of homogeneous clay; strength characteristics are influenced by initial soil structure before anisotropic consolidation; stress path followed to obtain given principal consolidation stress ratio influences soil response; pore-pressure values during strength test decrease with increasing values of principal consolidation stress ratio; water content for given octahedral normal consolidation stress decreases with increasing values of principal consolidation stress difference.

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Strength behavior of anisotropically consolidated remolded clay

Khera, R.P. / Krizek, R.J.

Investigation is concerned with effect of secondary inherent strength anisotropy caused by variation of consolidation stress path and principal consolidation stress ratio on strength response of homogeneous clay; strength characteristics are influenced by initial soil structure before anisotropic consolidation; stress path followed to obtain given principal consolidation stress ratio influences soil response; pore-pressure values during strength test decrease with increasing values of principal consolidation stress ratio; water content for given octahedral normal consolidation stress decreases with increasing values of principal consolidation stress difference.

Strength behavior of anisotropically consolidated remolded clay

Khera, R.P. / Krizek, R.J.

Investigation is concerned with effect of secondary inherent strength anisotropy caused by variation of consolidation stress path and principal consolidation stress ratio on strength response of homogeneous clay; strength characteristics are influenced by initial soil structure before anisotropic consolidation; stress path followed to obtain given principal consolidation stress ratio influences soil response; pore-pressure values during strength test decrease with increasing values of principal consolidation stress ratio; water content for given octahedral normal consolidation stress decreases with increasing values of principal consolidation stress difference.

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Title:

Strength behavior of anisotropically consolidated remolded clay

Additional title:

Nat Research Council -- Highway Research Board -- Research Rec

Contributors:

Khera, R.P. (author) / Krizek, R.J. (author)

Published in:

National Research Council -- Highway Research Board -- Research Record

Publication date:

1967

Size:

11 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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