Shaking table test and theoretical analysis of the pile-soil-structure interaction at a liquefiable site
Author:
Affiliation:
1. State Key Laboratory of Disaster Reduction in Civil Engineering; Tongji University; Shanghai China
2. Research Institute of Structural Engineering and Disaster Reduction; Tongji University; Shanghai China
Funder
Ministry of Science and Technology of the People's Republic of China
National Natural Science Foundation of China
Publisher
Wiley
Subject
Building and Construction,Architecture,Civil and Structural Engineering
Link
http://onlinelibrary.wiley.com/wol1/doi/10.1002/tal.1513/fullpdf
Reference29 articles.
1. Lateral response of pile foundations in liquefiable soils
2. Liquefaction of soil in the Tokyo Bay area from the 2011 Tohoku (Japan) earthquake
3. Maps of soil subsidence for Tokyo bay shore areas liquefied in the March 11th, 2011 off the Pacific Coast of Tohoku Earthquake
4. Analog circuit to simulate dynamic soil–structure interaction in shake table test
5. Lateral Spread Displacement and Bridge Foundation Case Histories from the 1991 Magnitude 7.6 Earthquake near Limón, Costa Rica
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