›› 2018, Vol. 39 ›› Issue (9): 3377-3384.doi: 10.16285/j.rsm.2016.2820
• Geotechnical Engineering • Previous Articles Next Articles
GUO Fei1, 2, TAO Lian-jin1, KONG Heng2, MA Hong-hong1, ZHANG Li-li2, ZHANG Xin-quan2
CLC Number:
U 455
[1] | ZHANG Xiao-lei, FENG Shi-jin, LI Yi-cheng, WANG Lei, . Field tests on surface vibration caused by high-speed railway operation in subgrade-viaduct transition section [J]. Rock and Soil Mechanics, 2020, 41(S1): 187-194. |
[2] | LU Hua-xi, XU Lu-yao, LIANG Ping-ying, WU Bi-tao. Influence of hill on railway environmental vibration [J]. Rock and Soil Mechanics, 2019, 40(4): 1561-1568. |
[3] | XIE Xiong-yao, LI Jun, WANG Qiang,. Automatic monitoring and mobile data publishing system of ground settlement induced by shield tunneling [J]. , 2016, 37(S2): 788-794. |
[4] | XU Yun-fu , WANG Li-feng,. Analysis of effects on city metro tunnel due to adjacent pile foundation construction [J]. , 2015, 36(S2): 577-582. |
[5] | JIANG Xin-liang,LI Lin,YUAN Jie,YIN Jia-shun. Dynamic analysis of strata horizontal displacements induced by shield construction of deep tunnel [J]. , 2011, 32(4): 1186-1192. |
[6] | HAO Ya-fei, LI Hai-bo, LIU Kai-de, YANG Feng-wei, XIA Xiang, ZOU Fei, ZHU Xiao-ming. Blasthole stemming length effects of single free-face blasting vibration characteristic [J]. , 2011, 32(10): 3105-3110. |
[7] | QI Jing-jing,XU Ri-qing,WEI Gang. Research on calculation method of soil 3D displacement due to shield tunnel construction [J]. , 2009, 30(8): 2442-2446. |
[8] | HUANG Mao-song, REN Qing, ZHOU Ren-yi, HUANG Shao-min. Attenuation characters of Rayleigh wave in layered soils [J]. , 2009, 30(1): 113-117. |
[9] | BI Ji-hong, LIU Wei, JIANG Zhi-feng. Analysis of effects of tunnel excavation on underground pipeline [J]. , 2006, 27(8): 1317-1321. |
[10] | SUO Yong-lu. Study for macro-damage degree of weakening blast in hard top-coal [J]. , 2005, 26(6): 893-895. |
[11] | CHENG Zu-feng , LI Ping , CHEN Hui-qin , SHI Bing-fei , FANG Hou-guo,. A study on vibration effect of dynamic compaction in groundwork treatment of a harbor engineering [J]. , 2004, 25(5): 740-748. |
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