Time effect of vertically loaded pile groups partially embedded in multilayered cross-anisotropic fractional viscoelastic saturated soils
From MaRDI portal
Publication:2058033
DOI10.1016/j.enganabound.2021.08.022OpenAlexW3197379138MaRDI QIDQ2058033
Qing Song Lu, Ming Jing Jiang, Wen-Jie Liu, Zhi Yong Ai
Publication date: 7 December 2021
Published in: Engineering Analysis with Boundary Elements (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.enganabound.2021.08.022
vertical loadtime effectfractional viscoelasticitycross-anisotropiclayered saturated soilspartially embedded pile groups
Uses Software
Cites Work
- Unnamed Item
- Unnamed Item
- Time-dependent analysis of axially loaded piles in transversely isotropic saturated viscoelastic soils
- Finite element analysis of primary and secondary consolidation
- The state vector solution of axisymmetric Biot's consolidation problems for multilayered poroelastic media
- 3-D time-dependent analysis of multilayered cross-anisotropic saturated soils based on the fractional viscoelastic model
- Fractional derivative modeling for axisymmetric consolidation of multilayered cross-anisotropic viscoelastic porous media
- Performance of vertically loaded pile group embedded in layered transversely isotropic saturated viscoelastic soils
- Elastostatic load-transfer to a half-space from a partially embedded axially loaded rod
- Stress analysis in visco-elastic bodies
- Load transfer from an elastic pile to a saturated porous elastic soil
- A method for the analysis of large vertically loaded pile groups
- Prediction of elastic settlement of rectangular raft foundation — a coupled FE-BE approach