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Theoretical analysis of long-term setup of driven piles considering soil anisotropy, destructuration and creep effects

  • Published:2021-11 Issue: Volume:239 Page:109821
  • ISSN:0029-8018
  • Container-title:Ocean Engineering
  • language:en
  • Short-container-title:Ocean Engineering

Author:

Li Jingpei,Li Liang

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference50 articles.

1. The Effects of Time on Soil Behavior and Pile Capacity;Augustesen,2006

2. Shaft resistance and setup factors for piles jacked in clay;Basu;J. Geotech. Geoenviron. Eng.,2013

3. Side shear setup I: test piles driven in Florida;Bullock;J. Geotech. Geoenviron. Eng.,2005

4. Side shear setup II: results from Florida test piles;Bullock;J. Geotech. Geoenviron. Eng.,2005

5. Cavity expansion in cohesive frictional soils;Carter;Geotechnique,1986

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1. Experimental Study on the Shear Characteristics of the Interface between Marine Soft Clay and Jacked Pile;Journal of Marine Science and Engineering;2024-09-04

2. Drained cavity expansion analysis with a unified hardening (UH) model for clays and sands;2024-04-19

3. Investigation of the time-dependent bearing capacity of a jacked pile in saturated structured clays;Computers and Geotechnics;2023-09

4. Study on Stress Characteristics and Time Effect of Pile Group in High Backfill Site;2022 8th International Conference on Hydraulic and Civil Engineering: Deep Space Intelligent Development and Utilization Forum (ICHCE);2022-11-25
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