›› 2016, Vol. 37 ›› Issue (6): 1543-1549.doi: 10.16285/j.rsm.2016.06.003
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
WANG Ming-wu, ZHAO Kui-yuan, ZHU Qi-kun, XU Xin-yu
CLC Number:
TU 473.1
[1] | XU Cheng-shun, DOU Peng-fei, DU Xiu-li, CHEN Su, HAN Jun-yan, . Study on solid-liquid phase transition characteristics of saturated sand based on large shaking table test on free field [J]. Rock and Soil Mechanics, 2020, 41(7): 2189-2198. |
[2] | HAN Jun-yan, LI Man-jun, ZHONG Zi-lan, XU Jing-shu, LI Li-yun, LAN Jing-yan, DU Xiu-li. Seismic response of soil under non-uniform excitation based on shaking table test of buried pipelines [J]. Rock and Soil Mechanics, 2020, 41(5): 1653-1662. |
[3] | PAN Dan-guang, CHENG Ye, CHEN Qing-jun. Shaking table test of the effect of underground shopping mall structure on ground motion [J]. Rock and Soil Mechanics, 2020, 41(4): 1134-1145. |
[4] | ZHANG Xue-dong, CAI Hong, WEI Ying-qi, ZHANG Zi-tao, LIANG Jian-hui, HU Jing. Characterization of the seismic behavior of tailings reservoir founded on soft soil using dynamic centrifuge tests [J]. Rock and Soil Mechanics, 2020, 41(4): 1287-1294. |
[5] | ZHANG Heng-yuan, QIAN De-ling, SHEN Chao, DAI Qi-quan. Experimental investigation on dynamic response of pile group foundation on liquefiable ground subjected to horizontal and vertical earthquake excitations [J]. Rock and Soil Mechanics, 2020, 41(3): 905-914. |
[6] | CHEN He, ZHANG Yu-fang, ZHANG Xin-min, WEI Shao-wei, . Full-scale model experiments on anti-sliding characteristics of high-pressure grouting steel-tube micropiles [J]. Rock and Soil Mechanics, 2020, 41(2): 428-436. |
[7] | FANG Jin-jin, FENG Yi-xin, WANG Li-ping, YU Yong-qiang, . Effective stress yielding behavior of unsaturated loess under true triaxial conditions [J]. Rock and Soil Mechanics, 2020, 41(2): 492-500. |
[8] | 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. |
[9] | TU Yuan, WANG Kui-hua, ZHOU Jian, HU An-feng, . Application of effective stress method and effective consolidation stress method for strength calculation in preloading ground [J]. Rock and Soil Mechanics, 2020, 41(2): 645-654. |
[10] | 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. |
[11] | WU Shuang-shuang, HU Xin-li, ZHANG Han, ZHOU Chang, GONG Hui, . Field test and calculation method of negative skin friction of rock-socketed piles [J]. Rock and Soil Mechanics, 2019, 40(9): 3610-3617. |
[12] | MAO Xiao-long, LIU Yue-tian, GUAN Wen-long, REN Xing-nan, FENG Yue-li, DING Zu-peng, . An effective stress equation for pore volume strain [J]. Rock and Soil Mechanics, 2019, 40(8): 3004-3010. |
[13] | HAN Jun-yan, ZHONG Zi-lan, LI Li-yun, ZHAO Mi, WAN Ning-tan, DU Xiu-li. Nonlinear seismic response of free-field soil under longitudinal non-uniform seismic excitations [J]. Rock and Soil Mechanics, 2019, 40(7): 2581-2592. |
[14] | 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. |
[15] | 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. |
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