QUANTITATIVE EVALUATION OF CRUSTAL STABILITY ALONG THE BAOSHAN-RUILI SECTION OF DALI-RUILI RAILWAY AND ITS ADJACENT REGION

GUO Chang-bao; ZHANG Yong-shuang; QU Ke; XIONG Tan-yu; FU Xiao-xiao; DU Yu-ben

Volume 20 Issue 1

Mar. 2014

Turn off MathJax

Article Contents

Article Navigation > Journal of Geomechanics > 2014 > 20(1): 70-81

GUO Chang-bao, ZHANG Yong-shuang, QU Ke, et al., 2014. QUANTITATIVE EVALUATION OF CRUSTAL STABILITY ALONG THE BAOSHAN-RUILI SECTION OF DALI-RUILI RAILWAY AND ITS ADJACENT REGION. Journal of Geomechanics, 20 (1): 70-81.

Citation:

PDF( 4409 KB)

QUANTITATIVE EVALUATION OF CRUSTAL STABILITY ALONG THE BAOSHAN-RUILI SECTION OF DALI-RUILI RAILWAY AND ITS ADJACENT REGION

1.
Institute of Geomechanics, Chinese Academy of Geological Sciences, Beijing 100081, China
2.
Key Laboratory of Neotectonic Movement and Geohazard, Ministry of Land and Resources, Beijing 100081, China
3.
China Railway Eryuan Engineering Group Co. Ltd., Chengdu 610031, China

More Information

Received: 2013-11-12
Published: 2014-03-01

Abstract

Abstract

The Dali-Ruili Railway is located near the India and Eurasian plate's collision belt, where the geologic structure conditions are very complicated. The railway planning and constructions are restricted by the complex engineering geological problems related to the crustal stability, such as active fault, high geo-stress, rock burst of deep tunnel, large deformation of soft rock. This paper make the crustal stability zoning assessment on the basis of crustal stability influencing factors analysis, including the geological background, new tectonic movement, crust uplift rates, potential seismic source area analysis, tectonic stress field, engineering geological characteristics of rock and soil mass, as well as the geological hazards characteristics. The AHP method based on GIS was used in the analyzing process. As a result, the crustal stability is divided into 4 grades: stable area, relatively-stable area, relatively unstable area and unstable area. 88 zoning sections are made along the Baoshan-Ruili section of Dali-Ruili Railway and its adjacent region. According to the zoning result, there are 19 crustal stability zoning sections along the recommended C12K scheme, including 9.79% of unstable area, 46.71% of relatively unstable area, 36.7% of relatively-stable area, and 6.18% of stable area. The regional crustal stability assessments have some important significance for the railway construction and line optimization.
- Dali-Ruili railway,
- Mt. Gaoligong,
- active faults,
- regional crustal stability,
- railway location research

FullText(HTML)

References(20)

References

[1]	张永双, 张加桂, 雷伟志, 等.中国西南泛亚大通道环境工程地质问题概论[J].地学前缘, 2007, 14(6):24~31. http://www.cnki.com.cn/Article/CJFDTOTAL-DXQY200706004.htm ZHANG Yong-shuang, ZHANG Jia-gui, LEI Wei-zhi, et al. Discussion on environmental geological problems in the areas from southwest China to southeast Asia[J]. Earth Science Frontiers, 2007, 14(6): 24~31. http://www.cnki.com.cn/Article/CJFDTOTAL-DXQY200706004.htm
[2]	中铁二院工程集团有限责任公司. 新建铁路大理至瑞丽线高黎贡山越岭地段加深地质工作及专题地质研究工作工程地质勘察总报告[R]. 成都: 中铁二院工程集团有限责任公司, 2008. China Railway Eryuan Engineering Group Co. Ltd. The engineering geological investigation general report of deepening geological work and special subject geological research of the Gaoligong Mt. mountain-crossing section, of Dali-Ruili newly built railway[R]. Chengdu: China Railway Eryuan Engineering Group Co. Ltd., 2008.
[3]	Chen Q X, Hu H T, Sun Y, et al. Assessment of regional crustal stability and its application to engineering geology in China[J]. Episodes, 1996, 18(1/2): 69~72.
[4]	ZHANG Yong-shuang, YAO Xin, HU Dao-gong, et al. Quantitative zoning assessment of crustal stability along the Yunnan-Tibet railway line, Western China[J]. Acta Geologica Sinica, 2012, 86(4): 1004~1012. doi: 10.1111/j.1755-6724.2012.00724.x
[5]	殷跃平.区域地壳稳定性研究的专家知识结构模型[J].水文地质与工程地质, 1990, (4):30~34. http://www.cnki.com.cn/Article/CJFDTOTAL-SWDG199002009.htm YIN Yue-ping. Expert knowledge structure model of regional crustal stability studies [J]. Hydrogeology & Engineering Geology, 1990, (4): 30~34. http://www.cnki.com.cn/Article/CJFDTOTAL-SWDG199002009.htm
[6]	谭成轩, 孙叶, 吴树仁, 等."5.12"汶川M s 8.0大地震后关于我国区域地壳稳定性评价的思考[J].地质力学学报, 2009, 15(2):142~150. http://journal.geomech.ac.cn/ch/reader/view_abstract.aspx?flag=1&file_no=20090204&journal_id=dzlxxb TAN Cheng-xuan, SUN Ye, WU Shu-ren, et al. A consideration on regional crustal stability assessment after M s 8.0 Wenchuan strong earthquake in China[J]. Journal of Geomechanics, 2009, 15(2): 142~150. http://journal.geomech.ac.cn/ch/reader/view_abstract.aspx?flag=1&file_no=20090204&journal_id=dzlxxb
[7]	吴树仁, 王瑞江.地质灾害与区域地壳稳定性研究的某些发展趋势[J].地质力学学报, 1996, 2(3):72~74. http://journal.geomech.ac.cn/ch/reader/view_abstract.aspx?flag=1&file_no=19960359&journal_id=dzlxxb WU Shu-ren, WANG Rui-jiang. Some certain development trend between the geo-hazards and regional crustal stability studies[J]. Journal of Geomechanics, 1996, 2(3): 72~74. http://journal.geomech.ac.cn/ch/reader/view_abstract.aspx?flag=1&file_no=19960359&journal_id=dzlxxb
[8]	Tan C X, Sun Y, Wang R J, et al. Assessment and zonation of regional crustal stability in and around the dam region of the Three Gorges Project on the Yangtze River [J]. Environmental Geology, 1997, 32(4): 285~295. doi: 10.1007/s002540050219
[9]	WANG Si-jing, LI Guo-he. Engineering geological study of the active tectonic region for hydropower development on the Jinsha River, upstream of the Yangtze River[J]. Acta Geologica Sinica, 2000, 74(2): 353~361. http://en.cnki.com.cn/Article_en/CJFDTOTAL-DZXW200002038.htm
[10]	徐云马, 祝意青, 程宏宾.1998-2004年滇西地区重力场演化与M_s≥6.0地震[J].大地测量与地球动力学, 2008, 28(2):51~55. http://kns.cnki.net/KCMS/detail/detail.aspx?filename=dkxb200802010&dbname=CJFD&dbcode=CJFQ XU Yun-ma, ZHU Yi-qing, CHENG Hong-bin. Relations between changes of gravity field and M_s≥6.0 earthquakes in western Yunnan during 1998-2004[J]. Journal of Geodesy and Geodynam ICS, 2008, 28(2): 51~55. http://kns.cnki.net/KCMS/detail/detail.aspx?filename=dkxb200802010&dbname=CJFD&dbcode=CJFQ
[11]	吴中海, 赵希涛, 范桃园, 等.泛亚铁路滇西大理至瑞丽沿线主要活动断裂与地震地质特征[J].地质通报, 2012, 31(2/3): 191~217. http://www.cnki.com.cn/Article/CJFDTOTAL-ZQYD2012Z1001.htm WU Zhong-hai, ZHAO Xi-tao, FAN Tao-yuan, et al. Active faults and seismologic characteristics along the Dali-Ruili railway in western Yunnan Province[J]. Geological Bulletin of China, 2012, 31(2/3): 191~217. http://www.cnki.com.cn/Article/CJFDTOTAL-ZQYD2012Z1001.htm
[12]	赵志明, 吴光, 寇川.大(理)瑞(丽)铁路高黎贡山越岭段地质灾害工程分区研究[J].西南交通大学学报, 2013, 48(2):310~316. http://www.cnki.com.cn/Article/CJFDTOTAL-XNJT201302020.htm ZHAO Zhi-ming, WU Guang, KOU Chuan. Engineering geological division of geological hazards along Dali-Ruili railway in Gaoligong Mountain section[J]. Journal of Southwest Jiaotong University, 2013, 48(2): 310~316. http://www.cnki.com.cn/Article/CJFDTOTAL-XNJT201302020.htm
[13]	唐伟华, 陈明浩.大瑞铁路澜沧江大桥桥址工程地质比选研究[J].铁道工程学报, 2008, (4):8~11. http://www.cnki.com.cn/Article/CJFDTOTAL-TDGC200804003.htm TANG Wei-hua, CHEN Ming-hao. Comparative study on engineering geology for site selection of Lancang River bridge on Dali-Ruili railway[J]. Journal of Railway Engineering Society, 2008(4): 8~11. http://www.cnki.com.cn/Article/CJFDTOTAL-TDGC200804003.htm
[14]	郭长宝, 张永双, 邓宏科, 等.基于岩爆倾向性的高黎贡山深埋隧道岩爆预测研究[J].工程勘察, 2011, (10):8~13. http://www.cnki.com.cn/Article/CJFDTOTAL-GCKC201110003.htm GUO Chang-bao, ZHANG Yong-shuang, DENG Hong-ke, et al. Study on rockburst prediction in the deep-buried tunnel at Gaoligong Mountain based on the rock proneness[J]. Geotechnical Investigation & Surveying, 2011, (10): 8~13. http://www.cnki.com.cn/Article/CJFDTOTAL-GCKC201110003.htm
[15]	柳煜, 王爱国, 李明永, 等.大柳树高坝F201断层避让距离研究[J].地震研究, 2006, 29(4):379~384. http://www.cnki.com.cn/Article/CJFDTOTAL-DZYJ200604010.htm LIU Yu, WANG Ai-guo, LI Ming-yong. Distance of the Daliushu Dam, Heishanxia, the Yellow River Evading Active Fault F201[J]. Journal of Seismological Research, 2006, 29(4): 379~385. http://www.cnki.com.cn/Article/CJFDTOTAL-DZYJ200604010.htm
[16]	张清志, 陈智梁, 刘宇平, 等.青藏高原及其东南前陆地壳运动的GPS监测[J].地球物理学进展, 2005, 20(2):524~527. http://www.cnki.com.cn/Article/CJFDTOTAL-DQWJ200502050.htm ZHANG Qing-zhi, CHEN Zhi-liang, LIU Yu-ping, et al. The crustal movement in the Qinghai-Tibet Plateau and its southeast foreland from GPS surveying[J]. Progress in Geophysics, 2005, 20(2): 524~527. http://www.cnki.com.cn/Article/CJFDTOTAL-DQWJ200502050.htm
[17]	Wang R. A short note on the inversion of tectonic stress fields[J]. Tectonophysics, 1983, 100(1/3): 405~411. http://linkinghub.elsevier.com/retrieve/pii/0040195183901968
[18]	殷跃平.云南省腾冲县苏家河口电站小江平坝滑坡[J].中国地质灾害与防治学报, 2008, (1):113. http://www.cnki.com.cn/Article/CJFDTOTAL-ZGDH200801026.htm YIN Yue-ping. Xiaojiang-Pingba landslide at Sujiahekou Power Station, Tengchong country, Yunnan Province[J]. The Chinese Journal of Geological Hazard and Control, 2008, (1): 113. http://www.cnki.com.cn/Article/CJFDTOTAL-ZGDH200801026.htm
[19]	Harris J R, Wilkinson L, Grunsky E C. Effective use and interpretation of lithogeochemical data in regional exploration programs[J]. Ore Geology Reviews, 2000, (16): 107~143. http://www.sciencedirect.com/science/article/pii/S016913689900027X
[20]	郭长宝, 张永双, 蒋良文, 等.基于GIS的滇藏铁路丽江—香格里拉段工程地质条件分区研究[J].现代地质, 2009, 23(3):545~552. http://www.cnki.com.cn/Article/CJFDTOTAL-XDDZ200903021.htm GUO Chang-bao, ZHANG Yong-shuang, JIANG Liang-wen, et al. Research on geo-engineering conditions of the Lijiang-Shangri La railway section of the Yunnan-Tibet railway, based on the GIS method[J]. Geoscience, 2009, 23(3): 545~552. http://www.cnki.com.cn/Article/CJFDTOTAL-XDDZ200903021.htm