Improving Tilted Foundations Over Soft Clay Using Micropiles: Numerical Analysis
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
https://link.springer.com/content/pdf/10.1007/s10706-023-02421-9.pdf
Reference29 articles.
1. Alnuaim AM, El Naggar MH, El Naggar H (2015a) Performance of micropiled raft in clay subjected to vertical concentrated load: centrifuge modeling. Can Geotech J 52(12):2017–2029
2. Alnuaim AM, El Naggar H, El Naggar MH (2015b) Performance of micropiled raft in sand subjected to vertical concentrated load: centrifuge modeling. Can Geotech J 52(1):33–45
3. Alnuaim AM, El Naggar MH, El Naggar H (2016) Numerical investigation of the performance of micropiled rafts in sand. Comput Geotech 77:91–105
4. Alnuaim AM, El Naggar H, El Naggar MH (2017) Evaluation of piled raft performance using a verified 3D nonlinear numerical model. Geotech Geol Eng 35(4):1831–1845
5. Alnuaim AM, El Naggar MH, El Naggar H (2018) Performance of micropiled rafts in clay: numerical investigation. Comput Geotech 99:42–54
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. Upgrading the capacity of foundations by using a hybrid expanded footing–micropile system;Proceedings of the Institution of Civil Engineers - Ground Improvement;2024-08-12
2. FE Simulation of Installation and Loading of Single and Group Pressure-Grouted Micropiles;Geotechnical and Geological Engineering;2024-07-30
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