Application of a high-cycle accumulation model to the analysis of soil liquefaction around a vibrating pile toe
Author:
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
http://link.springer.com/content/pdf/10.1007/s11440-013-0215-x.pdf
Reference13 articles.
1. Hwang J-H, Liang N, Chen C-H (2001) Ground response during pile driving. J Geotech Geoenviron Eng 127(11):939–949
2. Mabsout M, Sadek S (2003) A study of the effect of driving on pre-bored piles. Int J Numer Anal Meth Geomech 27:133–146
3. Mabsout ME, Reese LC, Tassoulas JL (1995) Study of pile driving by finite-element method. J Geotech Eng ASCE 121(7):535–543
4. Mabsout ME, Sadek SM, Smayra TE (1999) Pile driving by numerical cavity expansion. Int J Numer Anal Meth Geomech 23:1121–1140
5. Niemunis A, Herle I (1997) Hypoplastic model for cohesionless soils with elastic strain range. Mech Cohesive Frict Mater 2(4):279–299
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