Funder
Natural Science Foundation of Liaoning Province
Dalian Science and Technology Innovation Fund
Dalian University of Technology
National Natural Science Foundation of China
Reference82 articles.
1. A numerical study of granular pile anchors subjected to uplift forces in expansive soils using Plaxis 3D;Abhishek;Indian Geotech. J.,2019
2. Numerical analysis of inclined uplift capacity of suction caisson in sand;Ahmed;Int. J. Offshore Polar Eng.,2015
3. Allersma H B G, Kierstein A A, Maes D. Centrifuge modelling on suction piles under cyclic and long term vertical loading. in: Proceedings of the Tenth International Offshore and Polar Engineering Conference. Seattle, USA. 2000.
4. Andersen K H, Dyvik R, Schrοder K, Hansteen O, Bysveen S. Field tests of anchors in clay II: Predictions and interpretation. Journal Geotechnical Engineering. 1993. 119(10): 1532-1549.
5. A fluid mechanical description of fluidized beds;Anderson;Ind. Eng. Chem. Fundam.,1967