Research Article
Apr 1979
Pore-Pressure Dissipation During Excavation
Publication: Journal of the Geotechnical Engineering Division
Volume 105, Issue 4
Abstract
A finite element analysis procedure is presented that allows analysis of the actual degree of pore-pressure dissipation that occurs during and after excavation. Allowances are made for nonlinear soil behavior, variations in rate of the excavation process, and the presence of impervious support wall sysstems. The validity of the program is checked by comparing predicted results with closed-form one-dimensional solutions, and data obtained in partially drained plane strain tests on a clayey soil. The computed response is found to agree exactly with theoretical results and to closely approximate that observed in the soil tests. In order to investigate dissipation of excess pore pressures for excavations, the results of a series of analyses of one-dimensional and two-dimensional problems are presented. It is found that significant pore-pressure dissipation is likely to occur during excavation except where the soil deposit is of low permeability.
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Published In
Journal of the Geotechnical Engineering Division
Volume 105 • Issue 4 • April 1979
Pages: 481 - 498
Copyright
© 1979 American Society of Civil Engineers.
History
Published in print: Apr 1979
Published online: Feb 11, 2021
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Ayed E. Osaimi, AM.ASCE
Asst. Prof. of Civ. Engrg.; Univ. of Petroleum and Minerals, Dhahran, Saudi Arabia
G. Wayne Clough, M.ASCE
Prof. of Civ. Engrg.; Stanford Univ., Stanford, Calif
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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.