›› 2017, Vol. 38 ›› Issue (6): 1716-1724.doi: 10.16285/j.rsm.2017.06.021
• Geotechnical Engineering • Previous Articles Next Articles
DING Hai-ping1, 2, YU Yan-yan1, ZHENG Zhi-fa1
CLC Number:
P 315.9
[1] | 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. |
[2] | LI Ping, ZHANG Yu-dong, BO Tao, GU Jun-ru, ZHU Sheng. Study of ground motion effect of trapezoidal valley site based on centrifuge shaking table test [J]. Rock and Soil Mechanics, 2020, 41(4): 1270-1278. |
[3] | 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. |
[4] | HE Ying, YU Qin, LIU Zhong-xian, . Simulation of multi-point spatially correlated earthquake ground motions of sedimentary valleys considering scattering effect [J]. Rock and Soil Mechanics, 2019, 40(7): 2739-2747. |
[5] | 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. |
[6] | 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. |
[7] | WANG Wen-pei, LI Bin, FENG Zhen, ZHANG Bo-wen, GAO Yang, . Failure mechanism of a high-steep rock slope considering site effect [J]. Rock and Soil Mechanics, 2019, 40(1): 297-304. |
[8] | ZHU Jiao, XU Han-gang, CHEN Guo-xing, . Comparison of 1D equivalent-linear and nonlinear seismic site responses for quaternary deep sediment layers in Suzhou region [J]. , 2018, 39(4): 1479-1490. |
[9] | HAN Jun-yan, DU Xiu-li, HOU Ben-wei, LI Li-yun, ZHONG Zi-lan, ZHAO Mi (Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing , China. A simplified analysis model for pipe-soil structural seismic responses under longitudinal non-uniform seismic excitations [J]. Rock and Soil Mechanics, 2018, 39(12): 4651-4658. |
[10] | ZHOU Yan-guo, TAN Xiao-ming, LIANG Tian, HUANG Bo, LING Dao-sheng, CHEN Yun-min,. Evaluation of soil liquefaction by ground motion intensity index by centrifuge model test [J]. , 2017, 38(7): 1869-1877. |
[11] | LI Xiao-jun, WANG Xiao-hui, LI Liang, HAN Jie,. Design and performance test of 3D laminar shear container for shaking table [J]. , 2017, 38(5): 1524-1532. |
[12] | HUANG Xiao-fu, ZHANG Ying-bin, ZHAO Xing-quan, YU Peng-cheng, XING Hao, ZHANG Jue, CHEN Yan-yan,. A preliminary study of kinetic characteristic of rock-fall under seismic loading [J]. , 2017, 38(2): 583-592. |
[13] | WANG Xin, CAI Ming, . Coupled numerical analysis of ground motion near excavation boundaries in underground mines [J]. , 2017, 38(11): 3347-3354. |
[14] | CHEN Guo-xing ,JIN Dan-dan ,ZHU Jiao ,LI Xiao-jun , . Nonlinear seismic response of estuarine basin and design parameters of ground motion [J]. , 2015, 36(6): 1721-1736. |
[15] | SUN Rui, ZHAO Qian-yu, YUAN Xiao-ming. Comparison between acceleration response spectra on liquefaction and non-liquefaction sites [J]. , 2014, 35(S1): 299-305. |
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