Behavior of Geosynthetics-Strengthened Saturated Cushion Layer in Disconnected Piled-Raft System Under Seismic Loading
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40098-024-00877-x.pdf
Reference29 articles.
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4. AM Ali MO Karkush AN Al-Jorany 2023 Numerical modeling of connected piled raft foundation under seismic loading in layered soils J Mech Behav Mater 32 1 20220250
5. Karkush MO, Mohsin AH, Saleh HM, Noman BJ (2022) Numerical analysis of piles group surrounded by grouting under seismic load. In: Geotechnical engineering and sustainable construction: sustainable geotechnical engineering. Springer Singapore, Singapore, pp 379–389
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
1. Behavior of partially connected piled raft foundation under seismic loading;MAG CIV ENG;2024
2. Performance of geosynthetics-strengthened unconnected piled raft foundations under seismic loading;MAG CIV ENG;2024
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