Investigation of the time-dependent bearing capacity of a jacked pile in saturated structured clays

Author:

Zhou Pan,Li JingpeiORCID,Li Liang,Liu GengyunORCID,Li Panpan

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference89 articles.

1. Aashto, 2010. LRFD bridge design specifications customary, U.S. units, 5th Ed., Washington, DC.

2. Evaluating pile installation and subsequent thixotropic and consolidation effects on setup by numerical simulation for full-scale pile load tests;Abu-Farsakh;Can. Geotech. J.,2015

3. Stress-strain behavior and yielding characteristics of eastern Osaka clay;Adachi;Soils Found.,1995

4. Evaluation of bearing capacity with time for small-scale piles driven into Leda clay;Afshin;Int. J. Geotech. Eng.,2015

5. Shaft resistance and setup factors for piles jacked in clay;Basu;J. Geotech. Geoenviron. Eng.,2014

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