›› 2011, Vol. 32 ›› Issue (S1): 501-0506.
• Geotechnical Engineering • Previous Articles Next Articles
WANG Rui, ZHANG Jian-min, ZHANG Ga
CLC Number:
[1] | HE Zhi-jun, LEI Hao-cheng, XIA Zhang-qi, ZHAO Lian-heng. Analysis of settlement and internal force displacement of single pile in multilayer soft soil foundation [J]. Rock and Soil Mechanics, 2020, 41(2): 655-666. |
[2] | 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. |
[3] | DENG Tao, LIN Cong-yu, LIU Zhi-peng, HUANG Ming, CHEN Wen-jing, . A simplified elastoplastic method for laterally loaded single pile with large displacement [J]. Rock and Soil Mechanics, 2020, 41(1): 95-102. |
[4] | 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. |
[5] | FANG Jin-cheng, KONG Gang-qiang, CHEN Bin, CHE Ping, PENG Huai-feng, LÜ Zhi-xiang, . Field test on thermo-mechanical properties of pile group influenced by concrete hydration [J]. Rock and Soil Mechanics, 2019, 40(8): 2997-3003. |
[6] | ZHU Ming-xing, DAI Guo-liang, GONG Wei-ming, WAN Zhi-hui, LU Hong-qian, . Mechanism and calculation models of resisting moment caused by shaft resistance for laterally loaded pile [J]. Rock and Soil Mechanics, 2019, 40(7): 2593-2607. |
[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] | MU Rui, PU Shao-yun, HUANG Zhi-hong, LI Yong-hui, ZHENG Pei-xin, LIU Yang, LIU Ze, ZHENG Hong-chao, . Determination of ultimate bearing capacity of uplift piles in combined soil and rock masses [J]. Rock and Soil Mechanics, 2019, 40(7): 2825-2837. |
[9] | 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. |
[10] | 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. |
[11] | 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. |
[12] | 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. |
[13] | 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. |
[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] | 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. |