Finite element analysis of pile installation using large-slip frictional contact

Author:

Sheng Daichao,Eigenbrod K. Dieter,Wriggers Peter

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference12 articles.

1. ABAQUS/Standard User’s Manual, Version 6.2, Hibbitt, Karlsson & Sorensen; 2001

2. Birn L. Influence of pile embedment length to diameter ratio on the shaft resistance of pipe piles subjected to axial load reversals. M.Sc. Thesis, Faculty of Engineering and Applied Science, Memorial University of Newfoundland: Canada; 2004

3. Effects of installing displacement piles in a high OCR clay;Bond;Geotechnique,1991

4. Durgunoglu HT, Mitchell JK. Static penetration resistance of soils. In: Proceedings of the conference on in situ measurement of soil properties. ASCE J Geotech Eng, vol. 1;1975: 151–89

5. Tensile and compressive shaft capacity of piles in sand;De Nicola;ASCE J Geotech Eng,1993

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