Creep settlement analysis of pile foundations using viscoelastic model by incorporating nonlinear soil behaviour
Author:
Affiliation:
1. Department of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee, India
2. Department of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur, India
Funder
funding agencies in the public
Publisher
Informa UK Limited
Subject
Soil Science,Geotechnical Engineering and Engineering Geology,Environmental Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/19386362.2022.2090695
Reference43 articles.
1. Time-dependent lateral response of pile embedded in elasto-plastic soil
2. Abdulrahman, A. (2019). “Load Transfer and Creep Behavior of Pile Foundations in Frozen Soils”. PHD Thesis, Carleton University Ottawa.
3. Time-dependent analysis of axially loaded piles in transversely isotropic saturated viscoelastic soils
4. A Brief Review of Elasticity and Viscoelasticity for Solids
5. Analysis of Creep Settlement of Pile Foundations
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1. Numerical Analysis of Creep Effects on the Settlement of PHC Pipe Pile in Soft Clay Treated by Deep Mixing Method;Geotechnical and Geological Engineering;2024-07-18
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