MULTI-SCALE LANDSLIDE HAZARD ASSESSMENT FOR KEY SECTION OF CHENGDU-LANZHOU RAILWAY, WENCHUAN SEISMIC REGION

WANG Tao; HU Qiu-yun; ZHANG Yong-shuang; WU Shu-ren; XIN Peng

Volume 20 Issue 4

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > Journal of Geomechanics > 2014 > 20(4): 379-391

HUANG Ji-jun, 2001. STRUCTURAL FEATURES, STRESS FIELDS AND STRAIN FIELDS IN FENGHUANGSHAN SILVER MINE AREA, GUANGXI, CHINA. Journal of Geomechanics, 7 (1): 9-21.

Citation:

WANG Tao, HU Qiu-yun, ZHANG Yong-shuang, et al., 2014. MULTI-SCALE LANDSLIDE HAZARD ASSESSMENT FOR KEY SECTION OF CHENGDU-LANZHOU RAILWAY, WENCHUAN SEISMIC REGION. Journal of Geomechanics, 20 (4): 379-391.

HUANG Ji-jun, 2001. STRUCTURAL FEATURES, STRESS FIELDS AND STRAIN FIELDS IN FENGHUANGSHAN SILVER MINE AREA, GUANGXI, CHINA. Journal of Geomechanics, 7 (1): 9-21.

Citation:

PDF( 39604 KB)

MULTI-SCALE LANDSLIDE HAZARD ASSESSMENT FOR KEY SECTION OF CHENGDU-LANZHOU RAILWAY, WENCHUAN SEISMIC REGION

WANG Tao^{1, 2
,},
HU Qiu-yun³,
ZHANG Yong-shuang^{1, 2},
WU Shu-ren^{1, 2},
XIN Peng^{1, 2}

1.
Institute of Geomechanics, Chinese Academy of Geological Sciences, Beijing 100081, China
2.
Key Laboratory of Neotectonics Movement & Geohazards, Ministry of Land and Mineral Resources, Beijing 100081, China
3.
China Geological Survey, Beijing 100037, China

More Information

Abstract

Abstract

Taking Longmenshan key section of Chengdu-Lanzhou railway in Wenchuan seismic region as an example, we explore a sort of multi-scale landslide hazard assessing method for major project site in strong earthquake afflicted area. The spatial distribution characteristics of coseismic landslides induced by Wenchuan M_s 8.0 earthquake are inverted assessed with information value model. On this basis, landslide hazard assessments in regional and local scale are carried out. In regional railway corridor scale, the temporal and spatial distribution of daily maximum precipitation of 10% exceedance probability is predicted by Probable Maximum Precipitation method. Due to such probable precipitation, the landslide hazard is assessed with information value model. Also, combining seismic hazard zoning result, the landslide hazard is assessed due to basic earthquake ground motion of 10% exceedance probability in 50 years. In local railway station scale, with Rockfall Analyst software based on rolling stone kinematics simulation, runout characteristics and hazard of rockfall around Shiziyuan bridge site are simulated and assessed. All of the landslide and rockfall hazard assessment results above provide geological safety references in different scales for railway plan and line selection, site landslide defense design respectively.
- Wenchuan,
- seismic region,
- landslide,
- multi-scale,
- hazard,
- Chengdu-Lanzhou railway

FullText(HTML)

References(27)

References

[1]	王涛, 吴树仁, 石菊松, 等.国内外典型工程滑坡灾害比较[J].地质通报, 2013, 32(12):11~29. http://www.cnki.com.cn/Article/CJFDTOTAL-ZQYD201312002.htm WANG Tao, WU Shu-ren, SHI Ju-song, et al. A comparative study on typical engineering landslide disasters at home and abroad[J]. Geological Bulletin of China, 2013, 32(12): 11~29. http://www.cnki.com.cn/Article/CJFDTOTAL-ZQYD201312002.htm
[2]	鄢毅.宝成铁路滑坡与降雨关系探讨[J].水文地质工程地质, 1993, (4):14~16. http://www.cnki.com.cn/Article/CJFDTOTAL-SWDG199304004.htm YAN Yi. Study on relationship between Baoji-Chengdu railway landslides and rainfalls[J]. Hydrogeology and Engineering Geology, 1993, (4): 14~16. http://www.cnki.com.cn/Article/CJFDTOTAL-SWDG199304004.htm
[3]	王恭先, 刘光代.宝成铁路190公里山体滑坡与明洞破坏的分析和防治对策[J].路基工程, 1993, (5):20~25. http://www.cnki.com.cn/Article/CJFDTOTAL-LJGC199305003.htm WANG Gong-xian, LIU Guang-dai. Analysis and treatment of 190 km landslide and open cut tunnel destruction of Baoji-Chengdu railway[J]. Subgrade Engineering, 1993, (5): 20~25. http://www.cnki.com.cn/Article/CJFDTOTAL-LJGC199305003.htm
[4]	张亨纲, 李光辉.宝鸡至成都铁路地质选线及主要工程地质问题[J].铁道工程学报, 2005, (S1):204~209. http://www.cnki.com.cn/Article/CJFDTOTAL-TDGC2005S1025.htm ZHANG Heng-gang, LI Guang-hui. Route selection from Baoji to Chengdu and main engineering geological problems[J]. Journal of Railway Engineering Society, 2005, (S1): 204~209. http://www.cnki.com.cn/Article/CJFDTOTAL-TDGC2005S1025.htm
[5]	王恭先, 王应先, 马惠民.滑坡防治100例[M].北京:人民交通出版社, 2008. WANG Gong-xian, WANG Ying-xian, MA Hui-min. 100 landslide prevention and cure cases[M]. Beijing: China Communications Press, 2008.
[6]	Katz O, Reichenbach P, Guzzetti F. Rock fall hazard along the railway corridor to Jerusalem, Israel, in the Soreq and Refaim valleys[J]. Natural Hazards, 2010, 56(3): 649~665. doi: 10.1007%2Fs11069-010-9580-z.pdf
[7]	Bednarik M, Magulová B, Matys M, et al. Landslide susceptibility assessment of the Kralovany-Liptovsky Mikuláš railway case study[J]. Physics and Chemistry of the Earth, Parts A/B/C, 2010. 35(3/5): 162~171.
[8]	Lan Heng-xing, Martin C D, Lim C H. Rockfall analyst: A GIS extension for three-dimensional and spatially distributed rockfall hazard modeling[J]. Computers & Geosciences, 2007, 33(2): 262~279. http://adsabs.harvard.edu/abs/2007CG.....33..262L
[9]	李倩.贵州省规划铁路网滑坡危险性评估[J].中南大学学报:自然科学版, 2011, (10):3170~3175. http://www.cnki.com.cn/Article/CJFDTOTAL-ZNGD201110047.htm LI Qian. Landslide risk assessment for planning railway network in Guizhou province[J]. Journal of Central South University: Science and Technology, 2011, (10): 3170~3175. http://www.cnki.com.cn/Article/CJFDTOTAL-ZNGD201110047.htm
[10]	李晓慧. 宝成铁路凤县段地质灾害危险性评价[D]. 北京: 中国地质大学, 2010. http://cdmd.cnki.com.cn/Article/CDMD-11415-2010085850.htm LI Xiao-hui. Geological hazard risk assessment of Bao-Cheng railway in Fengxian county[D]. 2010, China University of Geosciences, Beijing. http://cdmd.cnki.com.cn/Article/CDMD-11415-2010085850.htm
[11]	钟新.高烈度地震山区成兰铁路综合选线研究[J].高速铁路技术, 2012, 3(6):14~17. http://www.cnki.com.cn/Article/CJFDTOTAL-GSTL201206007.htm ZHONG Xin. Research on integrated route selection of Chengdu-Lanzhou Railway in highly seismic mountain area[J]. High Speed Railway Technology, 2012, 3(6): 14~17. http://www.cnki.com.cn/Article/CJFDTOTAL-GSTL201206007.htm
[12]	贾丽丽, 陈建国.成兰铁路两河口至松潘段选线研究[J].四川建材, 2012, 38(3):126~128. http://www.cnki.com.cn/Article/CJFDTOTAL-SCJZ201203062.htm JIA Li-li, CHEN Jian-guo. Line selection research on Lianghekou-Songpan section of Chengdu-Lanzhou railway[J]. Sichuan Building Materials, 2012, 38(3): 126~128. http://www.cnki.com.cn/Article/CJFDTOTAL-SCJZ201203062.htm
[13]	杜宇本, 袁传保, 王彦东, 等.成兰铁路主要地质灾害与地质选线[J].铁道工程学报, 2012, (8):11~15. http://www.cnki.com.cn/Article/CJFDTOTAL-TDGC201208003.htm DU Yu-ben, YUAN Chuan-bao, WANG Yan-dong, et al. Major geological hazard and geological alignment of Chengdu-Lanzhou Railway[J]. Journal of Railway Engineering Society, 2012, (8): 11~15. http://www.cnki.com.cn/Article/CJFDTOTAL-TDGC201208003.htm
[14]	毕俊翔. 基于GIS的成兰铁路地质灾害危险性评估研究[D]. 成都: 西南交通大学, 2013. http://cdmd.cnki.com.cn/Article/CDMD-10613-1013250434.htm BI Jun-xiang. The GIS-based study on hazard evaluation of geological disaster in the Cheng-Lan railway[D]. 2013, Southwest Jiaotong University. http://cdmd.cnki.com.cn/Article/CDMD-10613-1013250434.htm
[15]	李明清, 刘发明.高烈度地震频发山区泥石流对成兰铁路的影响和防治对策[J].高速铁路技术, 2013, 4(2):61~64. http://www.cnki.com.cn/Article/CJFDTOTAL-GSTL201302018.htm LI Ming-qing, LIU Fa-ming. Influence of debris flow in high-intensity earthquake active mountainous area on Chengdu-Lanzhou Railway[J]. High Speed Railway Technology, 2013, 4(2): 61~64. http://www.cnki.com.cn/Article/CJFDTOTAL-GSTL201302018.htm
[16]	唐荣昌, 蒋能强, 刘盛利.迭溪7.5级地震的地质构造背景及其对发震构造条件的认识[J].地震研究, 1983, 6(3):327~338. http://www.cnki.com.cn/Article/CJFDTOTAL-DZYJ198303011.htm TANG Rong-chang, JIANG Neng-qiang, LIU Sheng-li. Recognition of the geological setting and the seismogenic condtion for the Diexi magnitude 7.5 earthquake[J]. Journal of Seismological Research, 1983, 6(3): 327~338. http://www.cnki.com.cn/Article/CJFDTOTAL-DZYJ198303011.htm
[17]	周荣军, 李勇, Densmore A L, 等.青藏高原东缘活动构造[J].矿物岩石, 2006, 26(2):40~51. http://www.cnki.com.cn/Article/CJFDTOTAL-DQWJ201303004.htm ZHOU Rong-jun, LI Yong, Densmore A L, et al. Active tectonics of the eastern margin of the Tibet Plateau [J]. Journal of Mineralogy and Petrology, 2006, 26(2): 40~51. http://www.cnki.com.cn/Article/CJFDTOTAL-DQWJ201303004.htm
[18]	雷建成, 高孟潭, 吕红山, 等.四川及邻区抗倒塌地震区划图编制[J].地震学报, 2011, (2):219~233. http://www.cnki.com.cn/Article/CJFDTOTAL-DZXB201102010.htm LEI Jian-cheng, GAO Meng-tan, Lü Hong-shan, et al. Seismic zonation maps against collapse of structures in Sichuan and adjacent region[J]. Acta Seismologica Sinica, 2011, (2): 219~233. http://www.cnki.com.cn/Article/CJFDTOTAL-DZXB201102010.htm
[19]	王涛. 汶川地震重灾区地质灾害危险性评估研究[D]. 北京: 中国地质科学院, 2010. http://cdmd.cnki.com.cn/Article/CDMD-82501-2011012316.htm WANG Tao. Study on seismic landslide hazard assessment in Wenchuan earthquake severely afflicted area[D]. Beijing: Chinese Academy of Geological Sciences, 2010. http://cdmd.cnki.com.cn/Article/CDMD-82501-2011012316.htm
[20]	Keefer D K, Wilson R C. Predicting earthquake-induced landslides, with emphasis on arid and semi-add environments[J]. Landslides in a Semi-Arid Environment, 1989, 2: 118~149.
[21]	Chung C F, Fabbri A G. Validation of spatial prediction models for landslide Hazard Mapping[J]. Natural Hazards, 2003, 30(3): 451~472. doi: 10.1023/B:NHAZ.0000007172.62651.2b
[22]	吴树仁, 王涛, 石玲, 等.2008汶川大地震极端滑坡事件初步研究[J].工程地质学报, 2010, 18(2):145~159. http://www.cnki.com.cn/Article/CJFDTOTAL-GCDZ201002001.htm WU Shu-ren, WANG Tao, SHI Ling, et al. Study on catastrophic landslides triggered by 2008 great Wenchuan earthquake, Sichuan, China[J]. Journal of Engineering Geology, 2010, 18(2): 145~159. http://www.cnki.com.cn/Article/CJFDTOTAL-GCDZ201002001.htm
[23]	黄润秋.汶川地震地质灾害后效应分析[J].工程地质学报, 2011, 19(2):145~151. http://www.cnki.com.cn/Article/CJFDTOTAL-GCDZ201102001.htm HUANG Run-qiu. After effect of geohazards induced by the Wenchuan earthquake[J]. Journal of Engineering Geology, 2011, 19(2): 145~151. http://www.cnki.com.cn/Article/CJFDTOTAL-GCDZ201102001.htm
[24]	郭化文, 魏甡生, 陈建昌.国内外求算可能最大降雨量研究综述[J].岱宗学刊, 1997, (4):22~28. http://www.cnki.com.cn/Article/CJFDTOTAL-TAJY199704007.htm GUO Hua-wen, WEI Shen-sheng, CHEN Jian-chang. A review on probable maximum precipitation prediction at home and abroad[J]. Dai Zong Xue Kan, 1997, (4): 22~28. http://www.cnki.com.cn/Article/CJFDTOTAL-TAJY199704007.htm
[25]	刘传正.汶川地震区文家沟泥石流成因模式分析[J].地质论评, 2012, 58(4):709~716. http://www.cnki.com.cn/Article/CJFDTOTAL-DZLP201204012.htm LIU Chuan-zheng. Analysis on genetic model of Wenjiagou debris flow in Wenchuan earthquake area, Sichuan[J]. Geological Review, 2012. 58(4): 709~716. http://www.cnki.com.cn/Article/CJFDTOTAL-DZLP201204012.htm
[26]	全国地震区划图编制委员会. 四川、甘肃、陕西部分地区地震动峰值加速度区划图(GB 18306-2001)[S]. 北京: 国家标准化管理委员会, 2008. The National Seismic Zoning Map Compilation Committee. Seismic peak ground acceleration zoning map of local regions in Sichuan, Gansu, Shaanxi (GB 18306-2001) [S]. Beijing: China National Standardization Management Committee, 2008.
[27]	刘静伟. 基于历史地震烈度资料的地震危险性评估方法研究[D]. 北京: 中国地震局地质研究所, 2011. http://cdmd.cnki.com.cn/Article/CDMD-85402-1012266145.htm LIU Jing-wei. Study on the method of seismic hazard assessment based on historical intensity observations[D]. Beijing: Institute of Geology of China Earthquake Administration, 2011. http://cdmd.cnki.com.cn/Article/CDMD-85402-1012266145.htm