Efficiency of RCC piles with helical grooves subjected to axial and lateral loads in cohesionless soil
Author:
Affiliation:
1. Department of Civil Engineering, Manipal Institute of Technology, Manipal Academy of Higher Education, Manipal, India
Publisher
Informa UK Limited
Link
https://www.tandfonline.com/doi/pdf/10.1080/23311916.2024.2326769
Reference45 articles.
1. Influence of axial load on the lateral pile groups response in cohesionless and cohesive soil
2. Finite element modeling of the consolidation behavior of multi-column supported road embankment
3. Analysis of Laterally Loaded 2 2 square Pile groups Using Finite Element Method
4. Study on the nonlinear behavior of soil–pile interaction in liquefiable soil using 3D numerical method
5. Numerical analysis of hollow steel pile subjected to a combination of horizontal and vertical loads
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