留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码

大瑞铁路保山至瑞丽段及邻区地壳稳定性定量评价

郭长宝 张永双 屈科 熊探宇 付晓晓 杜宇本

郭长宝, 张永双, 屈科, 等, 2014. 大瑞铁路保山至瑞丽段及邻区地壳稳定性定量评价. 地质力学学报, 20 (1): 70-81.
引用本文: 郭长宝, 张永双, 屈科, 等, 2014. 大瑞铁路保山至瑞丽段及邻区地壳稳定性定量评价. 地质力学学报, 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: 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.

大瑞铁路保山至瑞丽段及邻区地壳稳定性定量评价

基金项目: 

“十二五”科技支撑计划课题 2011BAK12B09

“十二五”科技支撑计划课题 2012BAK10B02

科技基础性工作专项 2011FY110102

铁道部科技研究开发计划项目 2008G027-B

详细信息
    作者简介:

    郭长宝(1980-),男,博士,地质工程专业,工程师,主要从事工程地质与地质灾害方面的研究。E-mail:guochangbao@163.com

  • 中图分类号: P553

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

  • 摘要: 大瑞铁路地处印度板块与欧亚板块碰撞带附近,地质构造条件复杂,活动断裂、高地应力、高地温、深埋隧道岩爆、软岩大变形等与地壳稳定性相关的地质问题严重制约着铁路工程规划建设。通过对大瑞铁路保山—瑞丽段及邻区地质背景、新构造活动、地壳隆升速率、潜在震源区、构造应力场、岩土体工程地质特征、地质灾害特征等因子分析,采用基于GIS的层次分析法,按照稳定、较稳定、较不稳定和不稳定4个等级,对大瑞铁路保山至瑞丽段及邻区的地壳稳定性进行了综合评价,将其划分为88个区;推荐线路C12K方案穿越19个地壳稳定性分区,其中不稳定分区占全线长度的9.79%,较不稳定分区占46.70%,较稳定分区占36.70%,稳定分区占6.81%。地壳稳定性评价结果对于指导铁路规划建设和线路优化具有重要的意义。

     

  • 图  1  大瑞铁路保山至瑞丽段及邻区主要活动断裂及地震等震线分布

    Figure  1.  Drstribution of the main active faults and isoseismal in Gaoligong Mt. section along Dali-Ruili railway

    图  2  大瑞铁路保山至瑞丽段典型工程地质问题与地质灾害特征

    Figure  2.  Typical engineering geological problems and geo-hazard characteristics along Dali-Ruili railway

    图  3  大瑞铁路保山至瑞丽段及邻区地壳稳定性评价

    Figure  3.  Crustal stability zoning thematic maps of the study area

    图  4  基于GIS层次分析法的地壳稳定性评价框图

    Figure  4.  Flow diagram of crust stability evaluation by Analytical Hierarchy Process based on GIS

    图  5  大瑞铁路保山至瑞丽段地壳稳定性分区评价层次分析模型

    Figure  5.  The AHP model of the crust stability zoning for the study area

    图  6  大瑞铁路保山至瑞丽段及邻区地壳稳定性综合分区图

    Figure  6.  Crust stability zoning map of the study area

    表  1  大瑞铁路保山至瑞丽段及邻区地壳稳定性评价指标及权重分配表

    Table  1.   Calculated results of the weight of crust stability evaluation index for the study area

    一级评价指标 二级评价因素
    评价指标 权重值 二级单因素评价指标 比重/% 权值
    活动断裂 0.18 极强影响区 33 0.060
    强影响区 23 0.040
    中等影响区 19 0.035
    较弱影响区 14 0.025
    弱影响区 11 0.020
    潜在震源区 0.15 震级上限7.5级 35 0.053
    震级上限7.0级 30 0.045
    震级上限6.5级 20 0.030
    震级上限小于6.5级 15 0.023
    构造应力场 0.20 地应力积聚高值区(Sxy≥15 MPa) 30 0.060
    地应力积聚较高值区(10≤Sxy<15 MPa) 27 0.055
    地应力积中等区(5≤Sxy<10 MPa) 23 0.045
    地应力积聚低值区(Sxy<5 MPa) 20 0.040
    地形变场 0.10 高值区(v≥9 mm/a) 40 0.040
    中值区(7≤v<9 mm/a) 30 0.030
    低值区(6≤v<7 mm/a) 20 0.020
    极低值区(v<6 mm/a) 10 0.010
    大地热流场 0.15 高值区(T≥60 ℃) 33 0.050
    中值区(40°≤T<60 ℃) 30 0.045
    低值区(30°≤T<40 ℃) 23 0.035
    极低值区(T<30 ℃) 14 0.020
    工程地质岩组 0.10 工程性质好 15 0.015
    工程性质较好 20 0.020
    工程性质中等 30 0.030
    工程性质差 35 0.035
    地质灾害 0.12 极高发育区 37 0.045
    高发育区 25 0.030
    中等发育区 23 0.027
    低发育区 15 0.018
    权值总计 1.00 1.00
    下载: 导出CSV
  • [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Ms≥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 Ms≥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
  • 加载中
图(6) / 表(1)
计量
  • 文章访问数:  112
  • HTML全文浏览量:  46
  • PDF下载量:  19
  • 被引次数: 0
出版历程
  • 收稿日期:  2013-11-12
  • 刊出日期:  2014-03-28

目录

    /

    返回文章
    返回