Seismic Soil Liquefaction Mitigation Using Stone Columns for Pile-supported Wharves
Author:
Affiliation:
1. Department of Civil Engineering, Harbin Institute of Technology, Harbin, Heilongjiang, China
2. Department of Civil Engineering, Qingdao University of Technology, Qingdao, Shandong, China
Publisher
Informa UK Limited
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/13632469.2021.1990163
Reference44 articles.
1. Stone columns as liquefaction countermeasure in non-plastic silty soils
2. Mitigation of liquefaction and associated ground deformations by stone columns
3. Numerical simulation of improvement of a liquefiable soil layer using stone column and pile-pinning techniques
4. Seismic performance assessment of pile-supported wharves retrofitted by carbon fibre–reinforced polymer composite considering ageing effect
5. The January 17, 1995 Hyogoken-Nanbu (Kobe) earthquake
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