国内外岩溶塌陷监测方法综述
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摘要
岩溶塌陷是全球广泛分布的地质灾害问题,严重影响和制约了岩溶地区社会、经济发展,因此,开展岩溶塌陷监测工作,对塌陷预测预报具有及其重要的作用。岩溶塌陷的监测技术与塌陷形成的机理关系密切。该文分析了岩溶塌陷的分布规律和形成的条件,系统总结了国内外岩溶塌陷的监测内容、技术方法、各自优缺点,如BOTDR监测、TDR监测、地质雷达监测、水动力条件监测及地-沉降等方法,为系统性地开展岩溶塌陷监测工作提供技术和方法参考,展望了未来的岩溶塌陷监测工作,认为岩溶塌陷监测需结合塌陷的形成机理、塌陷地区覆盖层特征及水动力条件,综合利用多种监测手段联合进行,并形成完善的监测网络。
Karst collapse is a widely distributed geological disaster in the world.According to incomplete statistics,16 countries have experienced serious Karst ground collapse,which has seriously affected and restricted social and economic development of karst areas.Therefore,carrying out karst collapse monitoring work has an important role in predicting collapse.The monitoring technology of karst collapse is closely related to the mechanism of the formation of karst collapse.Therefore,based on the distribution law and formation conditions of karst collapse,the contents,techniques and methods of monitoring karst collapse at home and abroad,and advantages and disadvantages have been summarized systematically in this paper.It will provide technical references and methods for systematically carrying out karst collapse monitoring work.It is pointed out that the karst collapse monitoring work should be carried out by using the collapse formation mechanism,the characteristics of covering layers in the collapse area,hydrodynamic conditions,and comprehensive utilization of various monitoring means.A complete monitoring network should be formed.
Karst collapse is a widely distributed geological disaster in the world.According to incomplete statistics,16 countries have experienced serious Karst ground collapse,which has seriously affected and restricted social and economic development of karst areas.Therefore,carrying out karst collapse monitoring work has an important role in predicting collapse.The monitoring technology of karst collapse is closely related to the mechanism of the formation of karst collapse.Therefore,based on the distribution law and formation conditions of karst collapse,the contents,techniques and methods of monitoring karst collapse at home and abroad,and advantages and disadvantages have been summarized systematically in this paper.It will provide technical references and methods for systematically carrying out karst collapse monitoring work.It is pointed out that the karst collapse monitoring work should be carried out by using the collapse formation mechanism,the characteristics of covering layers in the collapse area,hydrodynamic conditions,and comprehensive utilization of various monitoring means.A complete monitoring network should be formed.
引文
[1]雷明堂,蒋小珍,李瑜,等.桂林柘木岩溶塌陷监测预报[A]//中国岩溶地下水与石漠化研究[C].南宁:广西科技出版社,2004:102-116.
[2]张丽芬,曾夏生,姚运生,等.我国岩溶塌陷研究综述[J].中国地质灾害与防治学报,2007,18(3):126-130.
[3]项式均,廖如松,卢东华,等.中国北方的岩溶塌陷[A]//中国北方岩溶和岩溶水研究[C].南宁:广西师范大学出版社,2005:47-52.
[4]李海涛,陈邦松,杨雪,等.岩溶塌陷监测内容及方法概述[J].工程地质学报,2015,23(1):126-134.
[5]蒋小珍,雷明堂,郑小站,等.岩溶塌陷灾害监测技术[M].北京:地质出版社,2016:1-50.
[6]吴亚楠.泰安市城区-旧县水源地岩溶塌陷演化过程分析[J].中国岩溶,2017,36(1):94-100.
[7]贾继成,孟宪洲,白平.滕州荆泉水源地岩溶塌陷特征与成因分析[J].山东国土资源,2018,34(6):41-46.
[8]杨明,朱成河,郭长胜,等.临沂市城市地下空间资源地质调查评价研究[J].山东国土资源,2016,32(3):68-75.
[9]袁杰,高宗军,徐晓慧.枣庄岩溶地面塌陷的影响因素及其发展趋势[J].山东国土资源,2010,26(8):18-22.
[10]蒋小珍,雷明堂,陈渊,等.岩溶塌陷的光纤传感监测试验研究[J].水文地质工程地质,2006(6):75-79.
[11]管振德,蒋小珍,高明.岩溶塌陷光纤传感试验装置的标定试验[J].中国岩溶,2012,31(2):173-179.
[12]张俊义,晏鄂川,薛星桥,等.BOTDR技术在三峡库区崩滑灾害监测中的应用分析[J].地球与环境,2005,33(增刊):355-358.
[13]蒋小珍,雷明堂.光纤传感技术监测塌陷模型试验研究[J].水文地质工程地质,2006(6):75-79.
[14]蒋小珍,雷明堂,顾维芳,等.线性工程路基岩溶土洞(塌陷)监测技术与方法综述[J].中国岩溶,2008,27(2):172-176.
[15] Topp G C,Davis J I..Measurement of soil water content using time domain reflectrometry(TDR):A field application[J].Soil Science Society of Americans Journal,1985,49(1):19-24.
[16]Matthieu L,Dussud.TDR Monitoring of soil deformation:Case Histories and field techniques[D].USA,North westen University,2002:1-20.
[17]覃秀玲.岩溶土洞稳定性分析及TDR监测预警研究——以桂阳高速公路k9~k23段路基工程为例[D].成都:成都理工大学,2010:87-91.
[18]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.
[19]蒋小珍,雷明堂,戴建玲,等.岩溶(土洞)TDR监测试验研究[J].水文地质工程地质,2011,38(1):118-123.
[20] Dowding C H,SU M B,O Connor K.Principles of Time Domain Reflectrometry Applied to Measurement of Rock Mass Deformation[J].International Journal of Rock Mechanics,Mining Science and Geomechanics Abstracts,1998,25(5):287-297.
[21] Richard C,Benson.Assessment and long term monitoring of localized subsidence using ground penetrating radar[A]//Proceeding of the second multidisciplinary conference on sinkholes and the environmental impacts of karst[C].Orlando:Florida,1987:161-170.
[22]李华,焦彦杰,杨俊波.浅析地质雷达技术在我国的发展及应用[J].物探化探计算技术,2010,32(3):292-300.
[23]李大心.探地雷达方法与应用[M].北京:地质出版社,1994:1-100.
[24]王亮,李正文,王绪本.地质雷达探测岩溶洞穴物理模拟研究[J].地球物理学进展,2008,23(1):280-284.
[25]韩子夜,薛星桥.地质灾害监测方法技术现状与发展趋势[J].中国地质灾害与防治学报,2005,16(3):138-141.
[26]蒋家龙,方必量.地质雷达在岩溶地区岩土工程勘察中的应用[J].安徽地质,2008,18(4):292-296.
[27]李嘉,郭成超,王复明,等.探地雷达应用概述[J].地球物理学进展,2007,22(2):629-637.
[28]周仰效,李文鹏.地下水监测信息系统模型及可持续开发[M].北京:科学出版社,2011:51-60.
[29]蒋小珍.岩溶塌陷中水压力的触发作用[J].中国地质灾害与防治学报,1998,9(3):42-47.
[30]高明,蒙彦.应用振弦式渗压计进行岩溶塌陷水压力监测的方法探讨[J].中国水运,2012,12(1):259-262.
[31] Rana A Al-Fares.The Utility of Synthetic Aperture Radar Interferometry in Monitoring Sinkhole Subsidence[J].Geotechnical Special Publication,ASCE,2005,144:541-547.
[2]张丽芬,曾夏生,姚运生,等.我国岩溶塌陷研究综述[J].中国地质灾害与防治学报,2007,18(3):126-130.
[3]项式均,廖如松,卢东华,等.中国北方的岩溶塌陷[A]//中国北方岩溶和岩溶水研究[C].南宁:广西师范大学出版社,2005:47-52.
[4]李海涛,陈邦松,杨雪,等.岩溶塌陷监测内容及方法概述[J].工程地质学报,2015,23(1):126-134.
[5]蒋小珍,雷明堂,郑小站,等.岩溶塌陷灾害监测技术[M].北京:地质出版社,2016:1-50.
[6]吴亚楠.泰安市城区-旧县水源地岩溶塌陷演化过程分析[J].中国岩溶,2017,36(1):94-100.
[7]贾继成,孟宪洲,白平.滕州荆泉水源地岩溶塌陷特征与成因分析[J].山东国土资源,2018,34(6):41-46.
[8]杨明,朱成河,郭长胜,等.临沂市城市地下空间资源地质调查评价研究[J].山东国土资源,2016,32(3):68-75.
[9]袁杰,高宗军,徐晓慧.枣庄岩溶地面塌陷的影响因素及其发展趋势[J].山东国土资源,2010,26(8):18-22.
[10]蒋小珍,雷明堂,陈渊,等.岩溶塌陷的光纤传感监测试验研究[J].水文地质工程地质,2006(6):75-79.
[11]管振德,蒋小珍,高明.岩溶塌陷光纤传感试验装置的标定试验[J].中国岩溶,2012,31(2):173-179.
[12]张俊义,晏鄂川,薛星桥,等.BOTDR技术在三峡库区崩滑灾害监测中的应用分析[J].地球与环境,2005,33(增刊):355-358.
[13]蒋小珍,雷明堂.光纤传感技术监测塌陷模型试验研究[J].水文地质工程地质,2006(6):75-79.
[14]蒋小珍,雷明堂,顾维芳,等.线性工程路基岩溶土洞(塌陷)监测技术与方法综述[J].中国岩溶,2008,27(2):172-176.
[15] Topp G C,Davis J I..Measurement of soil water content using time domain reflectrometry(TDR):A field application[J].Soil Science Society of Americans Journal,1985,49(1):19-24.
[16]Matthieu L,Dussud.TDR Monitoring of soil deformation:Case Histories and field techniques[D].USA,North westen University,2002:1-20.
[17]覃秀玲.岩溶土洞稳定性分析及TDR监测预警研究——以桂阳高速公路k9~k23段路基工程为例[D].成都:成都理工大学,2010:87-91.
[18]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.
[19]蒋小珍,雷明堂,戴建玲,等.岩溶(土洞)TDR监测试验研究[J].水文地质工程地质,2011,38(1):118-123.
[20] Dowding C H,SU M B,O Connor K.Principles of Time Domain Reflectrometry Applied to Measurement of Rock Mass Deformation[J].International Journal of Rock Mechanics,Mining Science and Geomechanics Abstracts,1998,25(5):287-297.
[21] Richard C,Benson.Assessment and long term monitoring of localized subsidence using ground penetrating radar[A]//Proceeding of the second multidisciplinary conference on sinkholes and the environmental impacts of karst[C].Orlando:Florida,1987:161-170.
[22]李华,焦彦杰,杨俊波.浅析地质雷达技术在我国的发展及应用[J].物探化探计算技术,2010,32(3):292-300.
[23]李大心.探地雷达方法与应用[M].北京:地质出版社,1994:1-100.
[24]王亮,李正文,王绪本.地质雷达探测岩溶洞穴物理模拟研究[J].地球物理学进展,2008,23(1):280-284.
[25]韩子夜,薛星桥.地质灾害监测方法技术现状与发展趋势[J].中国地质灾害与防治学报,2005,16(3):138-141.
[26]蒋家龙,方必量.地质雷达在岩溶地区岩土工程勘察中的应用[J].安徽地质,2008,18(4):292-296.
[27]李嘉,郭成超,王复明,等.探地雷达应用概述[J].地球物理学进展,2007,22(2):629-637.
[28]周仰效,李文鹏.地下水监测信息系统模型及可持续开发[M].北京:科学出版社,2011:51-60.
[29]蒋小珍.岩溶塌陷中水压力的触发作用[J].中国地质灾害与防治学报,1998,9(3):42-47.
[30]高明,蒙彦.应用振弦式渗压计进行岩溶塌陷水压力监测的方法探讨[J].中国水运,2012,12(1):259-262.
[31] Rana A Al-Fares.The Utility of Synthetic Aperture Radar Interferometry in Monitoring Sinkhole Subsidence[J].Geotechnical Special Publication,ASCE,2005,144:541-547.