›› 2007, Vol. 28 ›› Issue (8): 1551-1556.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
CHEN Cun-li, YANG Peng, HE Jun-fang
CLC Number:
[1] | WANG Jun-min, XIONG Yong-lin, YANG Qi-lai, SANG Qin-yang, HUANG Qiang. Study of the dynamic elastoplastic constitutive model for unsaturated soil [J]. Rock and Soil Mechanics, 2019, 40(6): 2323-2331. |
[2] | ZOU You-xue, WANG Rui, ZHANG Jian-mi, . Analysis on the seismic response of stone columns composite foundation in liquefiable soils [J]. Rock and Soil Mechanics, 2019, 40(6): 2443-2455. |
[3] | ZHUANG Hai-yang, FU Ji-sai, CHEN Su, CHEN Guo-xing, WANG Xue-jian, . Liquefaction and deformation of the soil foundation around a subway underground structure with a slight inclined ground surface by the shaking table test [J]. Rock and Soil Mechanics, 2019, 40(4): 1263-1272. |
[4] | LIANG Ke, CHEN Guo-xing, HE Yang, LIU Jing-ru, . An new method for calculation of dynamic modulus and damping ratio based on theory of correlation function [J]. Rock and Soil Mechanics, 2019, 40(4): 1368-1376. |
[5] | WEI Xing, ZHANG Zhao, WANG Gang, ZHANG Jian-min, . DEM study of mechanism of large post-liquefaction deformation of saturated sand [J]. Rock and Soil Mechanics, 2019, 40(4): 1596-1602. |
[6] | PEI Xiang-jun, ZHU Ling, CUI Sheng-hua, ZHANG Xiao-chao, LIANG Yu-fei, GAO Hui-hui, ZHANG Zi-dong. Liquefaction characteristics of interlayer dislocation zone of Daguangbao landslide and its start-up cause [J]. Rock and Soil Mechanics, 2019, 40(3): 1085-1096. |
[7] | XU Cheng-shun, DOU Peng-fei, GAO Liu-cheng, CHEN Su, DU Xiu-li, . Shaking table test on effects of ground motion duration compression ratio on seismic response of liquefied foundation [J]. Rock and Soil Mechanics, 2019, 40(1): 147-155. |
[8] | ZHUANG Xin-shan, WANG Jun-xiang, WANG Kang, LI Kai, HU Zhi. Experimental study on dynamic characteristics of expansive soil modified by weathered sand [J]. Rock and Soil Mechanics, 2018, 39(S2): 149-156. |
[9] | WANG Hai-bo, WU Qi, YANG Ping,. Effect of fines content on liquefaction resistance of saturated sandy soils [J]. , 2018, 39(8): 2771-2779. |
[10] | LI Xuan, SUN De-an, ZHANG Jun-ran,. Effect of suction history on dynamic deformation characteristics of unsaturated silt [J]. , 2018, 39(8): 2829-2836. |
[11] | WANG Xiao-wen, ZHANG Jian-min, LEE C F, . Wave-induced interaction of saturated sandy seabed with pipeline [J]. , 2018, 39(7): 2499-2508. |
[12] | KONG Gang-qiang, LI Hui, WANG Zhong-tao , WEN Lei,. Comparison of dynamic properties between transparent sand and natural sand [J]. , 2018, 39(6): 1935-1940. |
[13] | NIAN Ting-kai, JIAO Hou-bin, FAN Ning, GUO Xing-sen, JIA Yong-gang,. Experiment on dynamic strain-pore pressure of soft clay in the northern slope of South China Sea [J]. , 2018, 39(5): 1564-1572. |
[14] | FU Hai-qing, YUAN Xiao-ming, WANG Miao,. An incremental model of pore pressure for saturated sand based on in-situ liquefaction test [J]. , 2018, 39(5): 1611-1618. |
[15] | WANG Min-min, LU Qun, GUO Shao-long, GAO Meng, SHEN Zhong-tao,. Dynamic behavior of soil with fiber and cement under cyclic loading [J]. , 2018, 39(5): 1753-1760. |
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