›› 2015, Vol. 36 ›› Issue (5): 1328-1332.doi: 10.16285/j.rsm.2015.05.012
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
WANG Zhi-jia1, ZHANG Jian-jing1, YAN Kong-ming1, WU Jin-biao1, DENG Xiao-ning2
CLC Number:
[1] | WU Qi, DING Xuan-ming, CHEN Zhi-xiong, CHEN Yu-min, PENG Yu, . Seismic response of pile-soil-structure in coral sand under different earthquake intensities [J]. Rock and Soil Mechanics, 2020, 41(2): 571-580. |
[2] | XIA Kun, DONG Lin, PU Xiao-wu, LI Lu. Earthquake response characteristics of loess tableland [J]. Rock and Soil Mechanics, 2020, 41(1): 295-304. |
[3] | WANG Ti-qiang, WANG Yong-zhi, YUAN Xiao-ming, TANG Zhao-guang, WANG Hai, DUAN Xue-feng. Reliability analysis of acceleration integral displacement method based on shaking table tests [J]. Rock and Soil Mechanics, 2019, 40(S1): 565-573. |
[4] | LIU Xin-rong, DENG Zhi-yun, LIU Yong-quan, LIU SHU-lin, LU Yu-ming, . Study of cumulative damage and failure mode of horizontal layered rock slope subjected to seismic loads [J]. Rock and Soil Mechanics, 2019, 40(7): 2507-2516. |
[5] | 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. |
[6] | HAN Jun-yan, HOU Ben-wei, ZHONG Zi-lan, ZHAO Mi, LI Li-yun, DU Xiu-li. Research on shaking table test scheme of buried pipeline under multi-point non-uniform seismic excitations [J]. Rock and Soil Mechanics, 2019, 40(6): 2127-2139. |
[7] | ZHU Ren-jie, CHE Ai-lan, YAN Fei, WEN Hai, GE Xiu-run, . Dynamic evolution of rock slope with connective structural surface [J]. Rock and Soil Mechanics, 2019, 40(5): 1907-1915. |
[8] | LIU Han-xiang, XU Qiang, ZHU Xing, ZHOU Xiao-peng, LIU Wen-de. Marginal spectrum characteristics of the rock slope with a soft interlayer during an earthquake [J]. Rock and Soil Mechanics, 2019, 40(4): 1387-1396. |
[9] | 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. |
[10] | XU Peng, JIANG Guan-lu, QIU Jun-jie, GAO Ze-fei, WANG Zhi-meng, . Shaking table tests on reinforced soil retaining walls with full-height rigid facing [J]. Rock and Soil Mechanics, 2019, 40(3): 998-1004. |
[11] | XIONG Zhong-ming, ZHANG Chao, CHEN Xuan. Model test on ground motion parameters of site with fissures under seismic loading [J]. Rock and Soil Mechanics, 2019, 40(2): 421-428. |
[12] | YE Shuai-hua, ZHAO Zhuang-fu, ZHU Yan-peng, . Large-scale shaking table experiment of loess slope supported by frame anchors [J]. Rock and Soil Mechanics, 2019, 40(11): 4240-4248. |
[13] | YAN Gao-ming, SHEN Yu-sheng, GAO Bo, ZHENG Qing, FAN Kai-xiang, HUANG Hai-feng. Experimental study of stick-slip fault crossing segmental tunnels with joints [J]. Rock and Soil Mechanics, 2019, 40(11): 4450-4458. |
[14] | 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. |
[15] | WU Hong-gang, WU Zhi-xin, XIE Xian-long, PAI Li-fang, . Large-scale shaking table test on micro-pile composite structure on soil slope [J]. Rock and Soil Mechanics, 2019, 40(10): 3844-3854. |
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