›› 2011, Vol. 32 ›› Issue (4): 967-972.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
ZHOU Jian1, 2,CHEN Xiao-liang1, 2,YANG Yong-xiang3,JIA Min-cai1, 2
CLC Number:
[1] | MA Wei-jia, CHEN Guo-xing, WU Qi, . Experimental study on liquefaction resistance of coral sand under complex loading conditions [J]. Rock and Soil Mechanics, 2020, 41(2): 535-542. |
[2] | LI Zhao-yan, YUAN Xiao-ming, SUN Rui. Variation tendencies and general rules for critical curve of liquefaction evaluation [J]. Rock and Soil Mechanics, 2019, 40(9): 3603-3609. |
[3] | YANG Yang, SUN Rui, CHEN Zhuo-shi, YUAN Xiao-ming. Liquefaction probability formula of shear wave velocity based on conventional parameters of soil layer [J]. Rock and Soil Mechanics, 2019, 40(7): 2755-2764. |
[4] | 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. |
[5] | 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. |
[6] | 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. |
[7] | 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. |
[8] | 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. |
[9] | 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. |
[10] | LI Jing, CHEN Yu-min, FANG Zhi, GAO Han, TOBITA Tetsuo, ZHOU Ge, . Liquefaction characteristics analysis on gently tilting desaturated sandy ground [J]. Rock and Soil Mechanics, 2019, 40(11): 4352-4360. |
[11] | WANG Li-yan, GONG Wen-xue, CAO Xiao-ting, JIANG Peng-ming, WANG Bing-hui. Anti-liquefaction characteristics of gravel steel slag [J]. Rock and Soil Mechanics, 2019, 40(10): 3741-3750. |
[12] | XU Cheng-shun, DOU Peng-fei, DU Xiu-li, CHEN Su, HAN Jun-yan, . Large-scale shaking table model test of liquefiable free field [J]. Rock and Soil Mechanics, 2019, 40(10): 3767-3777. |
[13] | ZHOU En-quan, WANG Qiong, ZONG Zhi-xin, LU Jian-fei. Cyclic triaxial tests on dynamic characteristics of saturated rubber-sand mixture [J]. Rock and Soil Mechanics, 2019, 40(10): 3797-3804. |
[14] | GAO Ran, YE Jian-hong, . Experimental investigation on the dynamic characteristics of calcareous sand from the reclaimed coral reef islands in the South China Sea [J]. Rock and Soil Mechanics, 2019, 40(10): 3897-3896. |
[15] | 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. |
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