Torsional dynamic response of a large-diameter pipe pile in viscoelastic saturated soil-Reference-Cited by-同舟云学术

Torsional dynamic response of a large-diameter pipe pile in viscoelastic saturated soil

Published:2014-04-08 Issue:16 Volume:38 Page:1724-1743
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int. J. Numer. Anal. Meth. Geomech.

Author:

Zheng Changjie¹²,Liu Hanlong¹²,Ding Xuanming¹³,Lv Yaru¹²

Affiliation:

1. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering; Hohai University; Nanjing 210098 China

2. Research Institute of Geotechnical Engineering; Hohai University; Nanjing 210098 China

3. National Engineering Research Center of Water Resources Efficient Utilization and Engineering Safety; Hohai University; Nanjing 210098 China

Funder

National Natural Science Joint High Speed Railway Key Program Foundation of China

National Natural Science Foundation

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

Reference18 articles.

1. Soil-pile interaction in vertical vibration;Nogami;Earthquake Engineering and Structural Dynamics,1976

4. Horizontal response of piles in layered soils;Gazetas;Journal of Geotechnical and Geoenvironmental (ASCE),1984

5. Torsional vibration of pile foundations;Novak;Journal of Geotechnical Engineering Division (ASCE),1977

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