Numerical simulation and parametric study of pile groups under lateral loads
Author:
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,General Engineering,Aerospace Engineering,Automotive Engineering,Industrial and Manufacturing Engineering,Applied Mathematics
Link
https://link.springer.com/content/pdf/10.1007/s40430-023-04285-9.pdf
Reference35 articles.
1. Vakili A, Zomorodian SMA, Bahmyari H (2021) Group reduction factors for the analysis of the pile groups under combination of lateral loads in sandy soils. Transp Infrastruct Geotech. https://doi.org/10.1007/s40515-021-00202-6.
2. Brown D, Shie CF (1990) Numerical experiments into group effects on the response of piles to lateral loading. Comput Geotech. https://doi.org/10.1016/0266-352X(90)90036-U
3. Brown D, Shie CF (1990) Three dimensional finite element model of laterally loaded piles. Comput Geotech. https://doi.org/10.1016/0266-352X(90)90008-J
4. Brown D, Shie CF (1991) Some numerical experiments with a three dimensional finite element model of a laterally loaded piles. Comput Geotech. https://doi.org/10.1016/0266-352X(91)90004-Y
5. Zhang L, McVay M, Lai P (1999) Numerical analysis of laterally loaded 3x3 to 7x3 pile groups in sands. J Geotechn Geoenviron Eng. https://doi.org/10.1061/(ASCE)1090-0241(1999)125:11(936)
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