Effectiveness of Pile Reinforcement in Liquefied Ground
Author:
Affiliation:
1. Department of Hydraulic Engineering, Tsinghua University, Beijing, China
2. Department of Civil and Environmental Engineering, Hong Kong University of Science and Technology, Clear Water Bay, Hong Kong, China
Funder
National Natural Science Foundation of China
Hong Kong Research Grants Council, University Grants Committee
Publisher
Informa UK Limited
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/13632469.2018.1456494
Reference29 articles.
1. Mitigation of liquefaction and associated ground deformations by stone columns
2. Design of Pile Foundations for Liquefaction-Induced Lateral Spread Displacements
3. Numerical simulation of improvement of a liquefiable soil layer using stone column and pile-pinning techniques
4. LIQUEFACTION AND PILED FOUNDATIONS: SOME ISSUES
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