Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)
Reference29 articles.
1. Bao L (2017) Research on lateral dynamic response of pile foundation in liquefiable soil based a on non-linear pseudo-static analysis method. Chem Eng Trans 59:493–498
2. Liyanapathirana D, Poulos H (2005) Pseudo static approach for seismic analysis of piles in liquefying soil. J Geo Geo-env Eng 131(12):1480–1487
3. Bhattacharya S, Madabhushi S, Bolton M (2002) An alternative mechanism of pile failure in liquefiable failure in liquefiable deposits during earthquakes. Tech Rept Univ Camb CUED/D-SOILS/TR324
4. Broms B (1964) Lateral resistance of piles in cohesionless soils. J Soil Mech Found ASCE 90(3):123–156
5. Finn W, Fujita N (2002) Piles in liquefiable soils: seismic analysis and design issues. Soil Dyn Earth Eng 22:731–742
Cited by
2 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献