复杂地质条件下滑坡的稳定性分析与综合治理研究
详细信息    本馆镜像全文|  推荐本文 |  |   获取CNKI官网全文
摘要
滑坡稳定性问题一直是岩土工程界的一个重要研究课题,它所涉及的工程领域较广泛。滑坡是一种最常见的地质灾害类型,滑坡的产生往往是由于各种不确定因素所造成的,包括外界因素和坡体自身地质水文条件。在自然状态下,坡体一般处于稳定状态,但在暴雨或者人为活动等外界因素影响的情况下,坡体才会失稳滑动。为了更好地保护人们的生命财产安全,在坡体产生整体失稳滑动之前,应采取有效的加固措施,阻止其进一步发展。
     本文对复杂地质条件下的滑坡的稳定性进行了分析评价,并提出有效的治理方案。开展的主要工作如下:
     介绍了目前国内外滑坡的研究发展和现状,以及滑坡处治方面的现状、水平和发展趋势,指出滑坡综合治理研究的重要性和必要性。
     以流星岭滑坡治理工程为依托,对滑坡的稳定性和综合治理技术进行了分析研究。通过对流星岭滑坡的工程地质条件、水文地质条件、滑坡特征、滑坡成因机制进行分析研究,表明滑面位于岩土交界面上,属于牵引式滑坡。
     通过定性和定量方法对流星岭滑坡的稳定性进行了深入研究。采用传递系数法对流星岭滑坡体稳定性进行分析评价,计算结果表明,流星岭滑坡在天然状态下处于基本稳定状态,一旦发生降雨或者人为的工程活动,都将会使坡体失稳下滑。
     根据滑坡体稳定性分析,综合考虑各项设计指标,提出了一套综合治理方案,指出了边坡施工中过程稳定性的重要性。
     利用FLAC软件进行了滑坡数值模拟,分析开挖过程中边坡的应力应变状态,模拟结果表明锚杆能有效控制滑坡的继续变形,起到良好的处治效果。
The stability of landslides has long been and still is an important problem, which needing research in the geotechnical field. The problem of landslide stability is involved the security of many engineering projects in various sectors. As natural geological hazard, it is affected by many uncertain factors, include environment and geology conditions. In the nature, slope is always in the stability condition. But when it effect by the storm or human activity, it will slide.In order to protect people's lives and their properties,in fornt of the slope slipe, it's need to adopt an effective reinforcement measure, to prevent more develop.
     The paper do research on stability appraisal of landslide under complicated geology conditions, and put forward an effective treatment. The main work of this paper contain.
     The paper introduced now domestic and international in slope stability research, consolidate punish level and develop tendency, put forward the importance and necessity of slope stability mechanism research.
     Do the research on the geology condition, hydrology condition, landslide characteristic, landslide cause. The result show that landslide produced on the interface of rock which belong to pull-type landslide.
     The paper do qualitative and quantitative research on landslide stability. Ddepending on Liuxingling landslide, do research on stability analysis and comprehensive treating.The paper applied the coefficient transmits method to do research on stability analysis, calculating results show that the landslide is stabilization in nature, It will slide by rainstorm or artificial activity.
     By the stability analysis, considering all the design specifications, proposed a suit of the control programs. It turns out that it is important of the slope stability of the construction.
     The stress and strain state analysis during excavation been made by means of numerical modeling via FLAC. As a followed strengthening method, the anchor proves useful in increasing skid resistance and controlling deformation of slope through modeling.
引文
[1]陈洪凯,唐红梅.四川境内公路水毁的基本特征及防治问题探讨[J].重庆交通学院学报,1994,13(10):103.
    [2]陈洪凯.公路水毁学[M].北京:科技文献出版社,2000,50-55.
    [3]翁其能,唐红梅,陈洪凯,王凯.滑坡治理过程中岩土体变形场的演绎趋势分析[J].重庆交通学院学报,2001,20(1):69-73.
    [4]徐则民,黄润秋,范柱国.滑坡灾害孕育—激发过程中的水-岩相互作用[J].自然灾害学报,2005,14(1):1-8.
    [5]Au S.W.C.Rain-induced slope instability in Hong Kong[J].Engineering Geology,1998,51(1):1~36.
    [6]殷坤龙,韩再生,李志中.国际滑坡研究的新进展[J].水文地质工程地质,2000,(5):1-4.
    [7]Schuster R.L., Lynn M.H. Socioeconomic impacts of landslides in the western hemisphere[R].U.S.Geological Survey Open-file Report 01-9276,2001.
    [8]李天斌,陈明东,王兰生.滑坡实时跟踪预报[M].成都:成都科技大学出版社,1999.
    [9]The U.S. Geological Survey. Landslide hazards[R].USGS Fact Sheet Fs-071-00,2000.
    [10]Parise M, Wasowski J. Landslide activity maps for landslide hazard Evaluation:three case studies from southern Italy [J]. Natural Hazards,1999, 20(2~3):159~183.
    [11]Collison A., Wade S., Griffiths J. et al. Modelling the impact of predicted climate change on landslide frequency and magnitude in SE Engineering Geology, 2000,55(3):205~218.
    [12]Mauritsch H. J., Seiberl W., Arndt R. et al. Geophysical investigations of large landslides in the Carnic Region of southern Austria[J]. Engineering Geology, 2000,56(3~4):373~388.
    [13]Staub I.B. A methodology for the mapping and analysis of "debris-flow Initiation" hazard-application to the Bragousse torrent (France) [J]. Bulletin of Engineering Geology and the Environment,2001,59 (4):319~327.
    [14]Raetzo H, Lateltin O, Bollinger D, et al. Hazard assessment in Switzerland-codes of practice for mass movements[J]. Bulletin of Engineering Geology and the Environment,2002,61:263~268.
    [15]Radbruch-Hall D H, Colton R B, DaviesW E, et al. Landslide overview map of the conterminous United States[R]. United States Geological Survey Professional Paper 1183,1983.
    [16]Yamagishi H. Recent landslides in western Hokkaido, Japan[J]. Pure and Applied Geophysics,2000,157 (6-8):1115~1134.
    [17]Lin P S, Lin J Y, Hung J C, et al. Assessing debris-flow hazard in a watershed in Taiwan[J]. Engineering Geology,2002,66(3-4):295~313.
    [18]Bhasin R, Grimstad E, Larsen J O, et al. Landslide hazards and mitigation measures at Gangtok, Sikkim Himalaya [J]. Engineering Geology,2002,64 (4): 351~368.
    [19]殷跃平.中国地质灾害减灾回顾与展望[J].国土资源科技管理,2001,18(3):26-29.
    [20]王思敬.工程地质学的任务与未来[J].工程地质学报,1999,7(3):195-199.
    [21]胡新红.湘西朱雀洞大滑坡机理分析与处置措施研究[D].长沙:中南大学硕士学位论文,2008.
    [22]孙广忠.岩体结构力学[M].科学出版社,1988:103-115.
    [23]林鲁生,刘祖德.滑坡治理的发展概况以及加固方案的选择[J].广东水利水电,2001(2):3-5.
    [24]黄润秋,许强,陶连金,林峰.地质灾害过程模拟和过程控制研究[M].北京:科学出版社,2002:1-284.
    [25]徐佩华.锦屏工级水电站近坝高边陡反倾岸坡稳定性研究[D].长春:吉林大学硕士学位论文,2003.
    [26]夏元友,朱瑞赓.关于分性理论在结构岩体的应用研究[J].岩石力学与工程学报,1997,16(4):362-367.
    [27]郑明新,王恭先,王兰生.分性理论在滑坡预报中的应用研究[J].地质灾害与环境保护,1998,9(2):18-26.
    [28]吴中如.分形几何理论在岩土边坡稳定性分析中的应用[J].水力学报,1996(4):16-20.
    [29]秦四清,张倬元,黄润秋.非线性工程地质导引[M].成都:西南交通大学出版社,1993:1-29;
    [30]哈秋林.岩石边坡工程与非线性岩石(体)力学[J].岩石力学与工程学报,1997,16(4):32-36.
    [31]Janbu, N. Earth pressure and bearing capacity calculations by generalized procedure of slices[J]. Proceedings of the fourth international conference on soil mechanics and foundation engineering, 1957, (2):108~111.
    [32]Morgenstern N.R., Price V.E.. The analysis of the stability of general slip surface. Geotechnique, London, Vol.15(1),1965,PP:79-93.
    [33]陈祖煌.土质边坡稳定性—原理·方法·程序.北京:中国水利水电出版社,2003.
    [34]蔡永胜,郑健芳.长江三峡库区巴东县黄土坡滑坡稳态分析及防滑措施[J].东南大学学报,2001,31(5):53-57.
    [35]张彬,王钊等.三峡库区某滑坡的稳定性分析与评价[J].人民长江,2003,34(4):14-16.
    [36]石豫川,冯文凯,刘汉超等.特大多期复合型滑坡稳定性评价及因素敏感性分析[J].岩土力学,2004,25(6):975-980.
    [37]谢飞鸿,王锦山,尹伯悦.成南高速公路滑坡稳定性分析及治理[J].岩石力学与工程学报,2005,24:5795-5798.
    [38]范宣梅.四川宣汉天台特大滑坡的成因机理及排水工程措施研究[J].成都理工大学学报,2006,33(5):448-454.
    [39]许建聪等.碎石土滑坡的因素敏感性计算分析[J].岩土力学,2007,28(10):2046-2051.
    [40]张友谊等.陇西河滑坡成因分析及其稳定性评价[J].路基工程,2007(131):144-146.
    [41]吕庆国.影响边坡稳定性的因素分析[J].建筑与工程,2008(3):108-112.
    [42]张雪东.呷爬滑坡稳定性评价与治理方案设计[D].吉林:吉林大兴硕士学位论文,2002.
    [43]铁道部科学研究原西北分院.滑坡防治[M].北京:中国铁道出版社,1997;
    [44]吴世明,王钊.综合报告(六):自然灾害和环境岩土工程[A].第七届全国土力学和基础工程学会会议论文集[C].西安,1994:54-64;
    [45]卫军刚.陕西大西沟铁矿滑坡体稳定性分析及综合治理研究[D].长沙:中南大学硕士学位论文,2007.
    [46]成永刚.近二十年来国内滑坡研究的现状及动态.地质灾害与环境保护,2003,14(4):53-55.
    [47]张悼元.滑坡防治工程的现状与发展展望[J].地质灾害与环境保护,2000,(2):89-97.
    [48]阳岳龙,胡海兵.郴州市主要地质灾害及防治对策[J].湘潭师范学院学报 (自然科学版),2008,30(4):83-86.
    [49]李海光.路基工程中软质岩边坡的几种不良地质现象及其防治[J].岩石力学与工程学报,2002,21(9):1404-1407.
    [50]宋从军,周德培,鄢宏庆.软质岩路堑高边坡的加固与防护技术研究[J].公路,2003,(12):76-80.
    [51]王步云.软质岩屑地基土的工程性质及其改良[J].西部探矿工程,1996,8(1):l-4.
    [52]陈勇.京九复线柳城隧道施工坍塌及整治措施[J].甘肃水利水电技术,2003,39(2):150-151.
    [53]王万昌.广西炭质泥岩边坡防治技术研究—以六寨至水任二级公路为例[D].广西,广西大学工程硕士学位论文,2006.
    [54]刘汉东.边坡失稳定时预报理论与方法[M].黄河水利出版社,1995.
    [55]加拿大矿物和能源技术中心.边坡工程手册[M].冶金工业出版社,1984.
    [56]E. Hoek, J. W. Bray.岩石边坡工程[M].冶金工业出版社,1983.
    [57]Bishop, A. W. The use of the slip circle in the stability analysis of slopes [J]. Geotechnique, London,1955,5(1):43~57.
    [58]Spencer, E. A Method of analysis of the stability of embankments assuming parallel interslice forces [J]. Geotechnique, London,1967,17(1): 87~92.
    [59]张倬元,王兰生,王士天.工程地质分析原理(第二版)[M].地质出版社,1994.
    [60]胡柳青,李夕兵,温世游.边坡稳定性研究及其发展趋势.矿业研究与开发,2000,20(5):7-9
    [61]孙玉科,牟会宠,姚宝魁.边坡岩体稳定性分析[M].科学出版社,1988.
    [62]孙钧,凌建明.三峡船闸高边坡岩体的细观损伤及长期稳定性研究[J].岩石力学与工程学报,1997,16(1):1-7.
    [63]黄昌乾,丁恩保.边坡工程常用稳定性分析方法[J].水电站建设,1999,15(1):53-58.
    [64]蔡美峰,何满潮,刘东燕.岩石力学与工程[M].北京:科学出版社,2002.
    [65]张卫中.向家坡滑坡稳定性分析及动态综合治理研究[D].重庆:重庆大学博士学位论文,2007.
    [66]谢和平,陈忠辉.岩石力学[M].北京:科学出版社,2002.
    [67]Richard,E.Goodman. Introduction to rock mechanics(second edition)[M]. TA706.G65,1989.
    [68]Wang Cheng, Tang Shuming, Deng Anfu. A stability analysis method for anchored slope and its reliability[M].In:Anchoring&Grouting, Edited by Commission on rockAnchoring&Grouting Techniques.GuangZhou, China:ZhongShan University Publisher,1999,463~466.
    [69]Cundall,P.A..Acomputer model for simulating progressive large scale movement in blocky system[J]. Proc.Symp.Int.Soci.Rock mech, Vol.1, paper on.11-8, Nancy, France,1971.
    [70]王泳嘉.离散单元法一种适用节理岩石力学分析的数值方法[A].第一届全国岩石力学数值计算及模型试验讨论会文集[C],1986.
    [71]陈昌伟.离散单元法及其在岩质高边坡稳定分析中的应用[D].清华大学博士学位论文.2000.
    [72]石根华.块体系统不连续变形数值分析新方法[M].北京:科学出版社,1993.
    [73]石根华.数值流形方法与非连续变形分析[M].清华大学出版社,1997.
    [74]姜清辉,丰定祥.三维非连续变形分析方法中的锚杆模拟[J].岩土力学,2001,22(2):176-178.
    [75]王泳嘉.拉格朗日元法—一种分析非线性大变形的数值方法[A].第三届华东地区岩土力学学术讨论会暨二十一世纪的岩土力学专题讨论会论文集[C].武汉:华中理工大学出版社.1995:15-27.
    [76]寇晓东,周维垣,杨若琼.FLAC-3D进行三峡船闸高边坡稳定分析[J].岩石力学与工程学报,2001,20(1):6-10.
    [77]Gen-hua Shi.Numerical Manifold Method[A].1 N:Yuzo Ohnishi, eds Proc.of ICADD-2, The Second International Conference on analysis of Discontinuous Deformation[C], Kyoto, Japan,1997:1~35.
    [78]Weiyuan Zhou et al.(1997).Method and its Application to Engineering[M].In: Yuzo Ohnishi, eds.Proc.of IC ADD-2, The second Int.Conference on Analysis of Discontinuous Deformation[C].Kyoto, Japan.
    [79]裴觉民.数值流形方法与非连续变形分析[J].岩石力学与工程学报.1997,16(3):405-410.
    [80]卓家寿,赵宁.不连续介质静、动力分析的刚体—弹簧元法[J].河海大学学报,1993,21(5):34-43.
    [81]Kawai.T.A new discrete model for analysis of solid mechanica problem[J].Seisan Kenkyn,1977,29(4):208~210.
    [82]章青,卓家寿.加锚岩体的界面应力元模型[J].岩土工程学报,1998, 20(5):50-53.
    [83]章青,卓家寿.三峡船闸高边坡稳定分析的界面元法与评判标准[J].岩石力学与工程学报,2000,19(3):285-288.
    [84]郑颖人,刘兴华.近代非线性科学与岩石力学问题[J].岩土工程学报,1996,18(1):98-100.
    [85]黄润秋,许强.非线性理论在工程地质中的应用[J].中国科学基金,1996,(2):79-84.
    [86]黄崇福.自然灾害风险评价—理论与实践[M].北京:科学出版社,2005.
    [87]彭元生.许家洞滑坡稳定性分析与设计治理研究[D].长沙:中南大学硕士学位论文,2007.
    [88]郑恒祥,袁志刚.滑坡分析与抗滑桩设计[J].人民黄河,1998,20(2):25-27.
    [89]佴磊,马丽英,冷曦晨,于清杨.滑坡治理中的抗滑桩设计[J].吉林大学学报,2002,32(2):162-165.
    [90]曹西凌.挡土建筑物的应用与施工实例[J].建筑技术,2003,6,59.
    [91]张如林,彭志刚.双液注浆技术在地基加固处理中的应用[J].岩土工程界,2009,12(5),56-59.
    [92]邹力,彭雄志.浅谈FLAC3D的应用原理、优缺点及改进措施.四川建筑.2007,27(1):152-156.
    [93]Coetzee M.J. FLAC Basie.Minnesota:Itasea Consulting GrouP Inc,1993:1~7.
    [94]Itasca Consulting Group, FLAC(Fast Iagrangian Anysis of Continua)User Manuals, version 5.0, MinneaPoils, Minnesota,2005,5.
    [95]刘波,韩彦辉.FLAC原理、实例与应用指南[M],人民交通出版社,2005,9.
    [96]Itasea Consulting Group, Inc.(1995)FLAC(Fast Lagrangian Analysis of Continua), Version3.3. MinneaPolis:ICG.
    [97]陈育民,徐鼎平.FLAC/FLAC3D基础与工程实例.北京:中国水利水电出版社,2009.
    [98]Heike Willenberg,Erik Eberhardt,Simon Loew,ect. Hazard assessment and runout analysis for an unstable rock slope above an industrial site in the Riviera valley, Switzerland. Landslides,2009,6(2):111-119.

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700