Research Article
Sep 1981
Ground Movements Caused by Braced Excavations
Publication: Journal of the Geotechnical Engineering Division
Volume 107, Issue 9
Abstract
The causes and patterns of ground movement associated with braced excavations are examined. Field measurements of displacements for braced cuts in sand and soft to medium clay show a relationship between the deflection of the excavation wall and the ratio of horizontal to vertical movement adjoining the cut. A review of various case histories indicates that soil displacement depends strongly on the construction process. Practices are recommended for promoting a stiff bracing system, excavating beneath the lowest braces, and using berms to restrain ground movement.
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Published In
Journal of the Geotechnical Engineering Division
Volume 107 • Issue 9 • September 1981
Pages: 1159 - 1178
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Sep 1981
Published online: Feb 11, 2021
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Authors
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Thomas D. O’Rourke, AM.ASCE
Asst. Prof., School of Civ. and Environmental Engrg., Cornell Univ., Ithaca, N.Y. 14853
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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.