山东大学学报 (工学版)    2023 53 (3): 23-30   ISSN: 1672-3961  CN: 37-1391/T  

8度地震烈度区新民隧道出口处边坡的稳定性
王心泉1,2,王智猛3,牛犇4,蒋恒3,冯春1,2*
1. 中国科学院力学研究所, 北京 100190;2. 中国科学院大学工程科学学院, 北京 100049;3. 中国中铁二院工程集团有限责任公司, 四川 成都 610031;4. 河北工业大学土木与交通学院, 天津 300401
收稿日期 null  修回日期 null  网络版发布日期 2023-07-07
参考文献  [1] FROUDE M, PETLEY D. Global fatal landslide occurrence from 2004 to 2016[J]. Natural Hazards and Earth System Sciences, 2018, 18(8):2161-2181.
[2] 黄润秋. 20世纪以来中国的大型滑坡及其发生机制[J]. 岩石力学与工程学报, 2007, 26(3):433-454. HUANG Runqiu. Lagre-scale landslides and their sliding mechanisms in China since the 20th century[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(3):433-454.
[3] 邓东平,李亮,赵炼恒. 地震作用下边坡稳定性分析的拟静力法研究[J]. 中南大学学报(自然科学版), 2014, 45(10):3578-3588. DENG Dongping, LI Liang, ZHAO Lianheng. Research on quasi-static method of slope stability analysis during earthquake[J]. Journal of Central South University(Natural science edition), 2014, 45(10):3578-3588.
[4] 胡成,卢坤林,朱大勇,等.三维边坡拟静力抗震稳定性分析[J]. 岩石力学与工程学报,2011,30(增刊1):2904-2912. HU Cheng, LU Kunlin, ZHU Dayong, et al. Analysis of pseudo-static seismic stability for three-dimensional slope[J]. Journal of Rock Mechanics and Engineering, 2011, 30(Suppl.1):2904-2912.
[5] YOU L, MICHALOWSKI R. Displacement charts for slopes subjected to seismic loads[J]. Computers & Geotechnics, 1999, 25(1):45-55.
[6] 祁生文.考虑结构面退化的岩质边坡地震永久位移研究[J].岩土工程学报,2007,29(3):452-457. QI Shengwen. Evaluation of the permanent displacement of rock mass slope considering deterioration of slide surface during earthquake[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(3):452-457.
[7] 郑颖人,叶海林,黄润秋.地震边坡破坏机制及其破裂面的分析探讨[J]. 岩石力学与工程学报,2009,28(8):1714-1723. ZHENG Yingren, YE Hailin, HUANG Runqiu. Analysis and discussion of failure mechanism and fracture surface of slope under earthquake[J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(8):1714-1723.
[8] FIORE V. Seismic site amplification induced by topographic irregularity: results of a numerical analysis on 2D synthetic models[J]. Engineering Geology, 2010, 114(3):109-115.
[9] ZIENKIEWICZ O, HUMPHESON C, LEWIS R. Associated and non-associated visco-plasticity and plasticity in soilmechanics[J]. Geotechnique, 2015, 25(4):671-689.
[10] MATSUI T, SAN K. Finite element slope stability analysis by shear strength reduction technique[J]. Soils & Foundations, 2008, 32(1):59-70.
[11] GRIFFITHS D, LANE P. Slope stability analysis by finite elements[J]. Géotechnique, 1999, 49(3):387-403.
[12] CUNDALL P, STRACK O. A discrete numerical model for granular assemblies[J]. Géotechnique, 2008, 30(3):331-336.
[13] LI Shihai, ZHAO Manhong, WANG Yuannian, et al. A new numerical method for DEM—block and particle model[J]. International Journal of Rock Mechanics and Mining Sciences, 2004, 41:414-418.
[14] FENG Chun, LI Shihai, LIU Xiaoyu, et al. A semi-spring and semi-edge combined contact model in CDEM and its application to analysis of Jiweishan landslide[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2014, 6(1):26-35.
[15] 李世海,冯春,周东.滑坡研究中的力学方法[M]. 北京:科学出版社, 2018. LI Shihai, FENG Chun, ZHOU Dong. Mechanical methods in landslide research[M]. Beijing: Science Press, 2018.
[16] LI Shihai, WANG Jianguo, LIU Bingshan, et al. Analysis of critical excavation depth for a jointed rock slope using a face-to-face discrete element method[J]. Rock Mechanics and Rock Engineering, 2007, 40(4): 331-348.
[17] WANG Yuannian, ZHAO Manhong, LI Shihai, et al. Stochastic structural model of rock and soil aggregates by continuum-based discrete element method[J]. Science in China Series E: Engineering & Materials Science, 2005, 48(1):95-106.
[18] 冯春,李世海,刘晓宇.半弹簧接触模型及其在边坡破坏计算中的应用[J]. 力学学报, 2011, 43(1):184-192. FENG Chun, LI Shihai, LIU Xiaoyu. Semi-spring contact model and its application to failure simulation of slope[J]. Chinese Journal of Mechanics, 2011, 43(1):184-192.

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