Analysis of PV Drains for Mitigation of Seismically Induced Ground Deformations in Sand Slopes
Prefabricated vertical (PV) drain arrays have been proposed as a minimally intrusive technique for mitigating seismically induced ground deformations in sandy liquefiable slopes. This paper describes the representation of individual PV drains as line elements within a finite-element program. The ele...
Main Authors: | Vytiniotis, Antonios, Whittle, Andrew |
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Other Authors: | Massachusetts Institute of Technology. Department of Civil and Environmental Engineering |
Format: | Article |
Published: |
American Society of Civil Engineers (ASCE)
2018
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Online Access: | http://hdl.handle.net/1721.1/117512 https://orcid.org/0000-0001-5358-4140 |
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