[1]周长松,邹胜章,朱丹尼,等.广昆铁路复线秀宁隧道大皮坡—中村段岩溶塌陷成因[J].水文地质工程地质,2019,46(3):146.[doi:10.16030/j.cnki.issn.1000-3665.2019.03.20]
 ZHOU Changsong,ZOU Shengzhang,ZHU Danni,et al.An analysis of the cause of karst collapses near the Dapipo-Zhongcun section of the Xiuning tunnel of the Guangzhou-Kunming railway[J].Hydrogeology & Engineering Geology,2019,46(3):146.[doi:10.16030/j.cnki.issn.1000-3665.2019.03.20]
点击复制

广昆铁路复线秀宁隧道大皮坡—中村段岩溶塌陷成因()
分享到:

《水文地质工程地质》[ISSN:1000-3665/CN:11-2202/P]

卷:
46卷
期数:
2019年3期
页码:
146
栏目:
环境地质
出版日期:
2019-05-15

文章信息/Info

Title:
An analysis of the cause of karst collapses near the Dapipo-Zhongcun section of the Xiuning tunnel of the Guangzhou-Kunming railway
文章编号:
1000-3665(2019)03-0146-07
作者:
周长松邹胜章朱丹尼谢浩申豪勇王佳
中国地质科学院岩溶地质研究所,自然资源部广西岩溶动力学重点实验室/岩溶生态系统与石漠化治理重点实验室,广西 桂林541004
Author(s):
ZHOU Changsong ZOU Shengzhang ZHU Danni XIE Hao SHEN Haoyong WANG Jia
Institute of Karst Geology, Chinese Academy of Geological Sciences; Karst Dynamics Laboratory, Key Laboratory of Karst Ecosystem and Treatment of Rocky Desertification, MNR, Guilin, Guangxi541004, China
关键词:
岩溶塌陷隧道地下水发育模式 塌陷斜率因子
Keywords:
karst collapse tunnel groundwater development model slope factor of collapse
分类号:
P642.253;P694
DOI:
文献标志码:
A
摘要:
塌陷灾害的发生直接影响着秀宁隧道大皮坡-中村段沿线工农业生产和城镇居民生活,本研究以地质环境与隧道建设活动为基础,分析了区内塌陷的发育特征,揭示本区塌陷在隧道建设前后存在三个发生期:缓慢出现期、集中爆发期、后续影响期;本区塌陷发育存在四个阶段:初始稳定阶段、应力初步变化阶段、塌陷阶段、阶段性稳定阶段,并得出月累积降雨量210~290 mm为本区塌陷发生的临界降雨强度;进一步对本区岩溶富水带塌陷发育模式、断裂带塌陷发育模式进行了讨论,并通过引入塌陷斜率因子μ对区内不同地段潜在塌陷能力进行了对比分析,据此提出了防治措施。
Abstract:
The Dapipo-Zhongcun tunnel in Yunnan is an area where karst collapses frequently occur. The karst collapses have an important impact on the local industry and agriculture production, the daily life the local residents. It is of important significance to grasp the development regularity and formation mechanisms of the karst collapses. Based on the basic characteristics of geological environment of the study area, this article analyzes the temporal and spatial distribution of the karst collapses and reveals three emergence periods of the karst collapses: the slow emergence period, concentrated outbreak period and subsequent influence period. According to the standard of the main influence factors, the karst collapses in the study area are divided into four basic stages: the initial stable stage, initial change in stress stage, collapse stage and periodically stable stage. The formation mechanisms of the karst collapses are analyzed and grouped into two types. The corresponding prevention and control measures are also proposed. The research results may provide references for the improvement of local environmental conditions and control of geological disasters.

参考文献/References:

[1]郑智杰,敖文龙,曾洁,等.综合物探法在柳州泗角村岩溶塌陷区调查中的应用[J].水文地质工程地质,2017,44(5): 143-149.
[ZHENG Z J, AO W L, ZENG J, et al. Application of integrated geophysical methods to karst collapse investigation in the Sijiao village near Liuzhou [J]. Hydrogeology&Engineering Geology, 2017,44(5):143-149. (in Chinese)]
[2]罗小杰,沈建.我国岩溶地面塌陷研究进展与展望[J].中国岩溶,2018,37(1):101-111.
[ LUO X J, SHEN J. Research progress and prospect of karst ground collapse in china [J]. Carsologica Sinica,2018,37(1):101-111. (in Chinese)]
[3]Santo Antonio, Budetta Paolo, Forte Giovanni, et al. Karst collapse susceptibility assessment: A case study on the Amalfi Coast (Southern Italy) [J]. Geomorphologya,2017, (285):247-259.
[4]刘艳明.石牛岭隧道地表坍塌原因分析及处理方案探讨[J].中外公路,2018,38(3):228-231.
[LIU Y M. The cause analysis and treatment scheme of surface collapse of Shi Niuling tunnel [J]. The Chinese and Foreign Road,2018, 38(3):228-231. (in Chinese)]
[5]张成平,张顶立,王梦恕,等.城市隧道施工诱发的地面塌陷灾变机制及其控制[J].岩土力学,2010,31(增刊1):303-309.
[ZHANG C P,ZHANG D L,WANG M R, et al. Catastrophe mechanism and control technology of ground collapse induced by urban tunneling[J]. Rock and Soil Mechanics, 2010,31(Sup 1):303-309. (in Chinese)]
[6]姜伏伟.岩溶塌陷发育机理模式研究[J].中国岩溶,2017, 36(6):759-763.
[JIANG F W. Study on the developing model of karst collapse[J]. Carsologica Sinica,2017,36(6):759-763. (in Chinese)]
[7]姜伏伟. 广西武宣土洞发育水动力条件评价[J].水文地质工程地质,2017,44(2):90-95.
[JIANG F W. Assessment on the hydraulic condition of forming soil-caves collapse in Wuxuan,Guangxi,China [J]. Hydrogeology & Engineering Geology, 2017, 44(2):90-95. (in Chinese)]
[8]Wu Yuqing, Wang Kui, Zhang Lianzhen, et al. Sand-layer collapse treatment: An engineering example from Qingdao Metro subway tunnel[J]. Journal of Cleaner Production,2018, (197):19-24.
[9]陈国亮.岩溶地面塌陷的成因与防治[M].北京:中国铁道出版社,1994.
[CHEN G L. The cause of formation of karst ground collapse and prevention [M].Beijing: China Railway Publishing House,1994. (in Chinese)]
[10]李苍松,王石春,陈成宗.岩溶地区铁路工程地质研究[J].铁道工程学报,2005 (增刊1):357-363.[LI C S, WANG S C, CHEN C Z. Research on the railway engineering geology in karst area [J].Journal of Railway Engineering Society, 2005 (Sup 1):357-363. (in Chinese)]
[11]孙克国,张俊濡,李术才,等.长大隧道穿越张性富水软弱带诱发地表塌陷机理与支护荷载研究[J].山东大学学报 (工学版),2011,41(5):97-102.
[SUN K G, ZHANG J R, LI S C, et al. Research on surface subsidence mechanism and supporting load of Long tunnel through a tensional water-rich weak zone [J]. Journal of Shandong University (Engineering Science),2011,41(5):97-102. (in Chinese)]
[12]戴桂华,彭梦鸽,贺炜.老屋湾隧道塌陷原因及处治方案比选研究[J].中外公路,2013,33(6):213-216.
[DAI G H, PENG M G, HE W. Comparison research of House bay tunnel subsidence reason and treatment scheme [J]. The Chinese and Foreign Road,2013,33(6):213-216.(in Chinese)]
[13]丁文富,蒋良文,宋章,等.汤郎—易门深大活动断裂对秀宁隧道围岩改造作用分析[J].铁道标准设计,2019,63(2):1-6.
[DING W F, JIANG L W, SONG Z, et al. Analysis of Tanglang-Yimen large active faults to Xiuning tunnel surrounding rock alteration [J]. Railway Standard Design,2019,63(2):1-6. (in Chinese)]
[14]刘丹,杨立中,王建秀. 我国铁路建设中岩溶塌陷的基本特征及成因模式[J].中国地质灾害与防治学报,1997,8(增刊1):18-22.
[LIU D, YANG L Z, WANG J X. Essential features and genesis model of karst cqllapes ni construction of our railways [J]. The Chinese Journal of Geological Hazaro and Control, 1997,8(Sup 1):18-22. (in Chinese)]
[15]李喜安,陈文军,邓亚虹,等.渗流潜蚀作用临界发生条件的推导[J].水土保持研究, 2010,17(5):217-221.
[LI X, CHEN W J, DENG Y H, et al. Formula derivation of the critical condition of sub-ground erosion[J]. Research of Soil and Water Conservation, 2010,17(5):217-221. (in Chinese)]
[16]李广信.关于有效应力原理的几个问题[J].岩土工程学报,2011,33(2):315-320.
[LI G X. Some problems about principle of effective stress[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(2):315-320. (in Chinese)]
[17]周长松,邹胜章,夏日元,等.太原盆地地裂缝发育规律及防控措施[J].煤田地质与勘探, 2016,44(2):73-78.
[ZHOU C S, ZOU S Z, XIA Y, et al. Study of development regularity and preventative measure of ground fissures in Taiyuan basin[J]. Coal Geology & Exploration, 2016,44(2):73-78. (in Chinese)]

相似文献/References:

[1]徐洪钟,周元,张丹,等.基于GIS的岩溶塌陷分布式光纤监测系统的研发[J].水文地质工程地质,2011,38(3):120.
 XU Hong-zhong,ZHOU Yuan,ZHANG Dan.Development of karst collapse monitoring system using distributed optical fiber sensor based on GIS[J].Hydrogeology & Engineering Geology,2011,38(3):120.
[2]蒋小珍,雷明堂,戴建玲,等.岩溶(土洞)塌陷TDR监测试验研究[J].水文地质工程地质,2011,38(1):118.
 JIANG Xiao-zhen,LEI Ming-tang,DAI Jian-ling,et al.A study of the monitoring deformation of sinkhole collapse using TDR time domain reflectometry[J].Hydrogeology & Engineering Geology,2011,38(3):118.
[3]王迎超,尚岳全,孙红月,等.复合式衬砌在围岩蠕变过程中的受力规律研究[J].水文地质工程地质,2010,37(2):49.
 WANG Ying-chao,SHANG Yue-quan,SUN Hong-yue,et al.Study on mechanical rules of double-lining in creeping surrounding rock[J].Hydrogeology & Engineering Geology,2010,37(3):49.
[4]王坛华,陈剑平,李杨,等.深埋低水平地应力硬质岩隧道稳定性研究[J].水文地质工程地质,2009,36(2):98.
 WANG Tan-hua~(),CHEN Jian-ping~,LI Yang~,et al.A study of the stability of a deep-buried hardrock tunnel with low horizontal ground stress[J].Hydrogeology & Engineering Geology,2009,36(3):98.
[5]谭代明,漆泰岳,刘传利,等.隧道全空间瞬变电磁响应的研究与应用[J].水文地质工程地质,2009,36(3):111.
 TAN Dai-ming,QI Tai-yue,LIU Chuan-li.Research on the transient electromagnetic response in tunnel whole space and its application[J].Hydrogeology & Engineering Geology,2009,36(3):111.
[6]宋克志,王梦恕.围岩弹性抗力对隧道结构受力的影响分析[J].水文地质工程地质,2013,40(1):79.
 SONG Ke-zhi,WANG Meng-shu.Influence of elastic resistance of wall rock on tunnel lining internal forces[J].Hydrogeology & Engineering Geology,2013,40(3):79.
[7]郝文杰,杨卓静,张青,等.光纤传感技术在岩溶塌陷监测中的应用研究[J].水文地质工程地质,2014,41(1):134.
 [J].Hydrogeology & Engineering Geology,2014,41(3):134.
[8]郑智杰,敖文龙,曾洁,等.综合物探法在柳州泗角村岩溶塌陷区调查中的应用[J].水文地质工程地质,2017,44(5):143.
 ZHENG Zhijie,AO Wenlong,ZENG Jie,et al.Application of integrated geophysical methods to karst collapse investigation in the Sijiao village near Liuzhou[J].Hydrogeology & Engineering Geology,2017,44(3):143.
[9]曹文贵,李树林,张永杰.基于模糊推理的悬臂式隧道掘进机工作性能预测方法[J].水文地质工程地质,2018,45(5):80.[doi:10.16030/j.cnki.issn.1000-3665.2018.05.11]
 CAO Wengui,LI Shulin,ZHANG Yongjie.A performance prediction method of roadheader by fuzzy inference[J].Hydrogeology & Engineering Geology,2018,45(3):80.[doi:10.16030/j.cnki.issn.1000-3665.2018.05.11]

备注/Memo

备注/Memo:
收稿日期: 2018-06-31; 修订日期: 2018-10-18
基金项目: 国家研发计划课题资助(2017YFC0406104);国土资源部地质调查项目资助(DD20160300;DD20189807;DD20160302 );广西自然科学基金面上项目资助 (2016JJA150091;2017GXNSFAA198208);广西重点研发计划课题资助(2018AB37008);中国地质调查局基本科研业务费项目资助(JYYWF20182001)
第一作者: 周长松(1987-),男,硕士,研究方向为水文地质与环境地质。E-mail: zhouchangsongsx@163.com
通讯作者: 邹胜章(1969-),男,博士,研究方向为水文地质与环境地质。E-mail: zshzh@karst.ac.cn
更新日期/Last Update: 2019-05-15