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Apr 26, 2012
Evaluation of Two Vacuum Preloading Techniques Using Model Tests
Authors: B. Li, Ph.D. [email protected], S. F. Wu, Ph.D. [email protected], J. Chu [email protected], and K. P. LamAuthor Affiliations
Publication: Geo-Frontiers 2011: Advances in Geotechnical Engineering
Abstract
Several vacuum preloading systems have been developed over the years. Each has its advantages and limitations. Two vacuum preloading techniques, namely the Menard and the Beaudrain systems, have been evaluated using model tests. Comparison between using two different drain types, circular and band drain has also been conducted. The test results are presented in this paper. The model tests show that the Menard preloading system is more effective under the test conditions; on the other hand, not much difference is observed between the consolidation results of the circular and band drain. The implication of the model tests to large scale field conditions is also discussed.
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© 2011 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Student, Nanyang Technological University (NTU), N1-b4b-06, School of Civil and Environmental Engineering (CEE), 50 Nanyang Ave, Singapore 639798.E-mail: [email protected]
Student, NTU, N1-b4b-04, CEE.E-mail: [email protected]
Associate Professor, NTU, N1-01a-10, CEE.E-mail: [email protected]
K. P. Lam
Senior Engineer, R&D Department, JTC Corporation, Singapore.
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