Effectiveness of PV Drains for Mitigating Earthquake-Induced Deformations in Sandy Slopes
This paper considers the effectiveness of a Pre-fabricated Vertical (PV) drain array for mitigating the earthquake-induced permanent ground deformations of a water-fronting loose sand fill based on results of numerical simulations. The numerical simulations are performed using the OpenSees finite el...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Article |
| Language: | en_US |
| Published: |
American Society of Civil Engineers (ASCE)
2015
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| Online Access: | http://hdl.handle.net/1721.1/92761 https://orcid.org/0000-0001-5358-4140 |