Cyclic loading effect on batter anchored pile group in dry sand
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/s10706-023-02426-4.pdf
Reference19 articles.
1. Andersen KH, Puech AA, Jardine RJ (2013) Cyclic resistant geotechnical design and parameter selection for offshore engineering and other applications. In Design for Cyclic Loading: piles and other foundations. Proceedings of TC 209 Workshop, 18th ICSMGE-Paris, 4 September 2013 (Issue September)
2. Basack S (2010) Response of vertical pile group subjected to horizontal cyclic load in soft clay. Latin Am J Solids Struct 7(2):91–103
3. Bhattacharya P, Kumar J (2017) Seismic pullout capacity of inclined anchor plates in sand. Geotech Geol Eng 35:679–692. https://doi.org/10.1007/s10706-016-0133-4
4. Byrne BW, Houlsby GT (2015) Helical piles: an innovative foundation design option for offshore wind turbines. Phil Trans R Soc A 373:20140081
5. Chandrasekaran S, Dodagoudar BA, G, (2010) Experimental investigations on the behaviour of pile groups in clay under lateral cyclic loading. Geotech Geol Eng 28(5):603–617
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1. The Behaviour of a Hybrid Fibre Reinforced Full-Scale Concrete Piles Under Lateral Cyclic Loading;Geotechnical and Geological Engineering;2024-04-22
2. Experimental and numerical study of laterally loaded vertical and batter piles in sandy soil conditions;Multiscale and Multidisciplinary Modeling, Experiments and Design;2024-02-10
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