Numerical Analysis of the Lateral Behavior of Geogrid-Strengthened Pile Foundation System Subjected to Machine-Induced Vibration
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-97-2700-1_16
Reference5 articles.
1. Chandrasekaran SS, Boominathan A, Dodagoudar GR (2013) Dynamic response of laterally loaded pile groups in clay. J Earthq Eng 17(1):33–53. https://doi.org/10.1080/13632469.2012.711957
2. Boominathan A, Ayothiraman R (2006) Dynamic response of laterally loaded piles in clay. Proc Inst Civ Eng Geotech Eng 159(3):233–241. https://doi.org/10.1680/geng.2006.159.3.233
3. Taha A, Hesham El Naggar M, Turan A (2015) Numerical modeling of the dynamic lateral behavior of geosynthetics-reinforced pile foundation system. Soil Dyn Earthq Eng 77:254–266. https://doi.org/10.1016/j.soildyn.2015.05.017
4. Taha, A (2014) Static and seismic performance of geosynthetics-strengthened pile foundations. Electronic Thesis and Dissertation Repository, 1901
5. Taha A, Naggar MHE, Turan A (2014) Experimental and numerical study on lateral behaviour of geosynthetic-reinforced pile foundation system. Geosynth Int 21(6):352–363. https://doi.org/10.1680/gein.14.00023
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