›› 2015, Vol. 36 ›› Issue (12): 3548-3555.doi: 10.16285/j.rsm.2015.12.027
• Geotechnical Engineering • Previous Articles Next Articles
LIU Fang1, 2, 3, LI Zhen 2, 4, JIANG Ming-jing1, 2, 3, HUANG Yu 2, 3
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] | SONG Wen-cheng, LIANG Zheng-zhao, . Investigation on failure characteristics and water inrush risk of inclined floor mining above confined aquifer [J]. Rock and Soil Mechanics, 2020, 41(2): 624-634. |
[3] | TIAN Mi, SHENG Xiao-tao, . Method for determining minimum test data quantity for geotechnical engineering investigation [J]. Rock and Soil Mechanics, 2019, 40(S1): 400-408. |
[4] | CHEN Wu, ZHANG Guo-hua, WANG Hao, CHEN Li-biao, . Risk assessment of mountain tunnel collapse based on rough set and conditional information entropy [J]. Rock and Soil Mechanics, 2019, 40(9): 3549-3558. |
[5] | 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. |
[6] | CHEN Zhuo-shi, YUAN Xiao-ming, SUN Rui, WANG Ke. Impact of uncertainty in in-situ shear-wave velocity on the judgement of site stiffness [J]. Rock and Soil Mechanics, 2019, 40(7): 2748-2754. |
[7] | 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. |
[8] | 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. |
[9] | 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. |
[10] | 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. |
[11] | 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. |
[12] | 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. |
[13] | XIAO Xiao-chun, FAN Yu-feng, WU Di, DING Xin, WANG Lei, ZHAO Bao-you, . Energy dissipation feature and rock burst risk assessment in coal-rock combinations [J]. Rock and Soil Mechanics, 2019, 40(11): 4203-4212. |
[14] | 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. |
[15] | ZHANG Ting-ting, LI Jiang-shan, WANG Ping, XUE Qiang, . Stabilization characteristics and risk assessment of hexavalent chromium-contaminated soils by ferrous sulfate treatment [J]. Rock and Soil Mechanics, 2019, 40(10): 3928-3936. |
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