Current location - Education and Training Encyclopedia - University ranking - These Chinese reference documents have been translated into English.
These Chinese reference documents have been translated into English.
Hu Jianxin. Zhang Li, Tang Guangwu, et al. Present situation of seismic design of pile foundation in liquefaction site [J]. World Bridge, 2008 (1):14-17 ... (in Chinese): 1 1

Wang Qingqiao, Xiao Wei, Wang Junjie. Study on failure characteristics and failure mechanism of bridge pile foundation [J]. Earthquake disaster prevention technology, 2009,4167-173.

Li yurun Lateral dynamic response of pile foundation in liquefiable soil [D]. Institute of Engineering Mechanics, China Earthquake Administration, 2006.

Qi Chunxiang. Interaction between piles on p-y curve during liquefaction of saturated sand [D]. Tianjin University, 2008.

Ling Xianchang, Tang Liang. Progress model of p-y curve analysis in lateral response mechanics of piles in liquefiable soil foundation [J].20 10, 40 250-262.

Xian Changling, Wang Chen, et al. Free site liquefaction. Large-scale shaking table model test of earthquake engineering and engineering vibration, 2003,23138-14363.

Wang Gang and Zhang Jianmin. Analysis of large deformation foundation after liquefaction considering pile-soil interaction. Journal of Tsinghua University (Natural Science Edition), 2004,44 429-432.

Yuan Xiaoming, Li Yurun, NaHo. Response mechanism of pile foundation in liquefiable soil foundation under earthquake cyclic ground motion. Journal of Civil Engineering, 2008, 103-1 1076

Xian Changling, Tang Liang, Gao Xia. Accelerated vibration test and numerical simulation of bridge pile foundation in liquefiable site. Journal of Harbin Institute of Technology, April, 20081546-1551

Tang Liang, Ling Xianchang, Ju, et al. Interaction vibration test of pile-soil bridge structure with high cap on liquefiable foundation [J]. China. Journal of Highway and Transportation, 20 10/0,23 (4): 51-57.

Qian Deling, Zhang Zehan, Dai Qiquan, et al. Dynamic response of liquefied pile foundation of high-rise building [J]. Journal of Rock Mechanics and Engineering Experiment 2015,34 (12): 2572-2579.

Ling, Xian Chang, Tang Liang, et al. Dynamic test of vibration response of liquefied ground bridge with pile foundation for disaster prevention and mitigation [J].20 15, v.35 (2):186-191.

Wang Zhihua, Xu, et al. Dynamic model test of dynamic response of pile groups under large displacement [J]. Engineering Mechanics, 2016,33 (5):150-156. (Chinese)

Yang, IEEE Fellow, Zhang, Xiao Yu, et al. Shaking table test study on seismic response of pile foundation in liquefiable foundation [J]. Journal of University of Science and Technology Beijing, 2014 (1):13/-137. (Chinese)

Kong Desen, Li Chunjie, Ling Xianchang, et al. Shaking table experimental study on pile-soil-structure interaction of liquefied soil group [J]. Geotechnical Engineering, 20 1 1, 33 (S2): 143- 149.

48: Wang Kai, the age of Chandler. Shaking table model test of pile-soil superstructure in liquefiable site [J]. Journal of Hefei University of Technology: Natural Science Edition, 201,34 (11):1687-169/kloc

49: Wei, Hu, and Ling Xianchang. Large-scale shaking table test study on soil liquefaction single earthquake pile-soil bridge structure interaction [J]. In civil engineering, 20 10 (S2): 327-332.