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Numerical simulation of improvement of a liquefiable soil layer using stone column and pile-pinning techniques |
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| Affiliation: | 1. School of Civil Engineering, Harbin Institute of Technology, Harbin, Heilongjiang 150090, China;2. School of Engineering and ICT, University of Tasmania, Hobart, Tasmania 7001, Australia;3. Department of Structural Engineering, University of California, San Diego, La Jolla, CA 92093-0085, USA |
| Abstract: | |
| Keywords: | Soil liquefaction Stone column Pile-pinning Ground improvement Numerical simulation |
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