Research Article
Jul 1981
Clay Anisotropy and Braced Wall Behavior
Publication: Journal of the Geotechnical Engineering Division
Volume 107, Issue 7
Abstract
A technique is presented which modifies the basal heave analysis procedures for braced excavations to account for the strength anisotropy exhibited by most natural, soft to medium clays. In the case of a braced wall, the clay on the passive side of the wall can develop a much lower strength than the clay on the active side, if the clay is strongly anisotropic. Since the existence of a lower strength zone is not considered by conventional basal heave analysis procedures, these techniques theoretically lead to an overestimate of basal stability. Finite element analyses are used to demonstrate the effects of anisotropy on the behavior of braced excavations. Analysis results show that if the soil is presumed to be isotropic when it is truly anisotropic the following trends develop: (1) The basal heave safety factor may be from 10 to 50 percent larger than the actual one, depending on the degree of anisotropy; (2) lateral wall movements and ground surface settlements can be larger than expected; and (3) unusually high loads can develop on the lower struts in cases of marginal stability.
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Published In
Journal of the Geotechnical Engineering Division
Volume 107 • Issue 7 • July 1981
Pages: 893 - 913
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Jul 1981
Published online: Feb 11, 2021
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Authors
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G. Wayne Clough, M.ASCE
Prof. of Civ. Engrg., Stanford Univ., Stanford, Calif. 94305
Lawrence A. Hansen, AM.ASCE
Asst. Prof. of Engrg., Arizona State Univ., Tempe, Ariz. 85281
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.