Undrained dynamical behavior of Nanjing flake-shaped fine sand under cyclic loading

Author:

Chen Guo-xing,Liu Xue-zhu,Zhan Ji-yan

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference15 articles.

1. LIU En-long, SHEN Zhu-jiang, FAN Wen. Advance in researches on structured clay[J]. Rock and Soil Mechanics, 2005, 26(S): 1–8. (in Chinese)

2. ZHOU Jing. The engineering properties of Nanjing sand: Report on reinforce techniques for Nanjing bridge of Yangtze River[M]. Beijing: China Railway Press, 1999. (in Chinese)

3. JIANG Ming-jing, SHEN Zhu-jiang. Microscope analysis of shear band in structured clay[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(2): 102–108. (in Chinese)

4. KIM S I, JEONG S S, PARK K B, CHOI J S, PARK I J. The effects of plastic fines on limited liquefication under monotonic loading[C]// Proceedings of 15th International Conference on Soil Mechanics and Geotechnical Engineering, 2001: 163–166.

5. CHEN Wen-hua, SUN Mou, LIU Ming-li, XU Xin-peng, ZEN Geng-ping. Characters of schistose structure of Nanjing’s sand and seismic liquefaction of subsoil of a metro section[J]. Rock and Soil Mechanics, 2003, 24(5): 755–758. (in Chinese)

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