云南省山区高速公路工程风险评价与管理研究
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摘要
近年来,随着人们对公路建设工程引发的环境和安全等问题的关注,工程中因各种不确定因素引起的风险正日益受到重视,相关的工程风险分析和风险管理也正在成为一项新兴的技术和行业,并逐渐应用于工程实际当中。
     云南省地处我国西南,自然环境与社会经济环境复杂而又独特,随着国家西部建设事业的推进,云南省山区高速公路建设发展迅猛。然而近年修建云南元(元江)磨(磨黑)高速公路、楚(楚雄)大(大理)高速公路、水(水富)麻(麻柳湾)高速公路的实践表明,云南公路建设的外围大环境差(包括气候变化大、地质构造复杂、地形条件险峻、生态环境脆弱、经济落后、人文环境差异等)是不争的事实,这些外在条件决定了云南省高速公路建设中必然存在巨大的潜在风险。因此,有必要在云南省公路建设、管理部门引入工程建设风险评价与管理体系,以使广大风险管理人员能统观全局,科学管理,实现风险效益的最优化。
     本文以云南省山区高速公路工程为背景,对山区高速公路工程风险分析及风险决策领域的热点和难点进行了研究,主要工作内容如下:
     (1)通过大量的资料查阅,初步分析了云南山区高速公路规划、设计、施工和运营各阶段的主要风险,说明了论文研究内容的必要性。
     (2)根据云南省山区高速公路建设的特点,按工程建设的不同阶段和工程建设的不同结构类型,提出了适用的风险辨识和分析方法。在此基础上,以云南水麻高速公路工程为例,对该线路施工过程中的主要风险因素进行了统计,论证了该工程的主要风险事故及可能的风险源。
     (3)针对云南高速公路建设项目特点,建议采用层次分析法作为云南山区高速公路工程建设风险评价方法;提出了云南省公路工程建设风险接受准则;针对性地提出了风险的控制措施与对策;以云南水麻高速公路第11标段建设工程为例,对工程可能的风险进行识别,并采用层次分析等风险评价方法进行分析,得到该标段风险权重值,并依据云南山区高速公路工程建设风险接受准则确定风险综合评价等级。
     (4)从危险性和易损性评价角度出发,建立了云南省高速公路岩堆边坡风险评价体系,并以在建的云南水麻高速公路14标K68+890~+990滑坡岩堆边坡为例,进行了滑坡风险评价,结果表明此边坡的风险等级为Ⅲ级。
     (5)解释了风险决策的重要意义,指出在工程方案决策时,应考虑方案的风险,介绍了风险决策的方法和一般步骤,并结合风险控制措施讨论了高速公路建设的风险控制效益。以云南水麻高速公路第6标段建设工程石桥隧道的方案风险决策为例,从成本风险、工期风险、环境风险三个方面,对隧道建设方案和明挖路堑方案进行分析比较,得出路堑方案的决策值为0.71,隧道方案的决策值为0.62,并建议优先选择隧道方案。实践表明,引入工程风险决策机制对相关部门科学决策、实现风险效益最优化有重要意义。
     研究结果表明,开展云南省公路工程风险评价及风险决策理论方法研究,对在建公路工程进行风险评价和风险决策,将有助于对云南省高速公路建设工程进行有效的风险管理,有助于减少工程灾害造成的生命财产损失、节约防灾减灾工程费用。
In recent years,People more and more care about the environment changes and engineering safety caused by the highway engineering. Risks in engineering caused by many uncertainty factors which are got highly recognition. The correlative engineering risk analysis and risk management is becoming a new technique and a new trade,and this technique is gradually used in engineering praetice.
     Yunnan province is located in southwest China. There are very complicated natural environment and socio-economic environment. With implementation of the western development strategy, the mountainous expressway construction of Yunnan develops rapidly. From the projects which were constructed several years ago, such as yuanjiang-mohei expressway, chuxiong-dali expressway, shuifu-maliuwan expressway, the expressway construction of Yunnan is faced with many difficulties, especially large climate variation, complex geologic structure, steep geographic condition, fragile eco-environment, under-developed social economy, distinct humanistic environment, etc.. These mean huge engineering risks. So, it is very necessary to apply engineering risk evaluation and management to expressway projects of Yunnan.
     In this paper, the key and difficult questions in engineering risk evaluation and risk decision area are studied. The shuifu-maliuwan expressway project in Yunnan as the engineering example is detailed studied. The main contents researched in this paper are as follows:
     (1)Based on a lot of data, the main risks in stages of programme, design, construction and operation of the mountainous expressway project in Yunnan are exemplified and analyzed;
     (2)Based on the charactristics of the mountainous expressway construction in Yunnan, the risk identification and analysis method is introduced, according to different construction stages and structural types. And then, taking the shuifu-maliuwan expressway project in Yunnan as an example, the paper statistics the main risk factors, and demonstrates the main risk accidents and the possible risk sources.
     (3)Based on the charactristics of the mountainous expressway construction in Yunnan, anaiytic hierarchy process(AHP) is suggested to apply as appropriate engineering risk evaluation method; Engineering risk acceptance criteria, risk control measure and countermeasure for expressway projects in Yunnan are introducted. And then, taking the No.11 contract section of shuifu-maliuwan expressway project in Yunnan as an example, the risk weight is calculated, and the risk level is determined on the basis of the possible engineering risk identification and analysis.
     (4)Landslide risk evaluation method of the mountainous expressway construction in Yunnan, is proposed, from two aspects( hazard and vulnerability). And then, taking the No.14 contract section of shuifu-maliuwan expressway project in Yunnan as an example, the landslide risk value is calculated, and the risk level isⅢ.
     (5)This paper eaplains the significance of risk decision-making, and introduces the method and process of risk decision-making, and discusses the effectiveness of risk control.And then, taking the No.6 contract section of shuifu-maliuwan expressway project in Yunnan as an example, the paper analyzes comparatively two engineering programs- tunnel and cutting, from the cost risk, project period risk and environment risk. According to the results, the decision-making value of cutting is 0.71, and the decision-making value of tunnel is 0.62. It is clear that tunnel program should been given exclusive priority.
     To sum up, the study results about engineering risk evaluation and risk decision of the mountainous expressway projects of Yunnan will help people to apply risk management method to expressway construction, to reduce engineering accidents and save cost.
引文
[1]地铁及地下工程建设风险管理指南[R].北京:中国建筑工业出版社, 2007.
    [2]黄宏伟.隧道及地下工程建设中的风险管理研究进展[J].地下空间与工程学报,2006,1(2):13-20.
    [3] Einstein H.H.,Vick S.G.. Geologic Model for A Tunnel Cost Model.Proceedings of Rapid Excavation and Tunneling Conference,1974,(2):1701~1720.
    [4] Einstein H.H.,Xu S.,Grasso P.,Mahtab M.A..Decision Aids in Tunneling. World Tunneling,1998,(4):157~159.
    [5] Salazar,G.F, Stochastic and Economic Evaluation of Adaptability in Tunneling Design and Construction:[Phd Thesis], Department of Civil Engineering, Massachusetts institute of Technology, Cambridge ,1983.
    [6] George S.Kalamaras A Case Method Approach for interactive Risk Analysis Tunnel [Phd Thesis],The Pennsylvania State University, 1996.
    [7] Christopher Laughton. Evaluation and Prediction of Tunnel Boring Machine Performance in Variable Rock Masses:[Phd Thesis]. The University of Texas ,1998.
    [8] Therese Isaksson. Model for Estimation of Time and Cost Based on Risk Evaluation Applied on Tunnel Projects:[ Phdoctoral Thesis]. The Royal institute of Technology Stockholm, Sweden. 2002.
    [9] Veerasak Likhitruangsilp. A Risked-Based Dynamic Decision Support System for Tunnel Construction:[ Phdoctoral Thesis]. The University of Michigan.2003.
    [10] Faber M.H. Risk and Safety in Civil Engineering . Swiss Federal institute Technology, 2001.
    [11]黄宏伟,朱琳,谢雄耀.上海地铁11号线关键节点工可阶段工程风险评估[J].岩土工程学报, 2007, 29(7): p1103-1107.
    [12]闫玉茹,黄宏伟,胡群芳等.大连湾海底隧道钻爆法施工风险评估研究[J].岩石力学与工程学报,2007年增刊2.
    [13]刘宁,贾超.基于可靠度的工程风险决策初探[J].岩土力学.
    [14] lfredo H.-S.Ang, Wilson H.Tang. Probabllity concepts in engineering Planning and design VolumeⅡ-Decision, Risk, and Reliability, 1990.
    [15]孙芳垂等译. Alfredo H.-S.Ang, Wilson H.Tang著.工程规划与设计中的概率概念第Ⅱ卷北京:冶金工业出版社,1991年6月第一版.
    [16]北京奥尔多投资研究中心编.风险不确定性与秩序.北京:中国财政经济出版社, 3-5, 2000.
    [17]王春风.金融市场风险管理.天津:天津大学出版社, 2001, l-4.
    [18] A.H.-S.Ang, Determination of optimal target reliability for design and upgrading of structures. Structural safety vol.19 No.l.pp91-103, 1997.
    [19] H.N.Cho, A.H-S.Ang, J.K.Lim. Cost-effective optimal target reliability for seismic design and upgrading of long span PC bridges. Applications of statisties and Probability, Melchers&Stewart 2000 Balkema, Rotterdam, ISBN90 5809 0868, 519-526.
    [20]言茂松.贝叶斯风险决策工程.北京:清华大学出版社,1989年11月.
    [21] Aleksander Rado, Consideration of the serviceability limit state in a time dependent probabilistic cost mode1 Application of statistics and probability, 2000, Balkmen, Rotter dam, 605-612.
    [22]闫玉茹,黄宏伟,胡群芳.复合式盾构滚刀失效的故障树分析[J].现代隧道技术,2007(增):137~141.
    [23] Y.R. Yan, H.W. Huang, Q.F. Hu. Risk Analysis on Cutter Head Failure of Shield in Composite Ground[C]. PROCEEDING OF THE FIRST INTERNATIONAL SYMPOSIUM ON GEOTECHNICAL SAFETY & RISK, 2007, 679~686.
    [24]刘忠强,黄宏伟,薛亚东,李罡,岩堆边坡危险性评价及减轻对策研究[J].地下空间与工程学报, 2007,3(6): 1472-1475.
    [25]薛亚东,黄宏伟,刘忠强,云南水麻高速公路岩堆体边坡结构特征研究[J].地下空间与工程学报, 2007,3(6): 1295-1299.
    [26] Snel A.J.M.,Van Hasselt D.R.S.. Risk Management in The Amsterdam North/South Metro Line:A Matter of Process-Communication instead of Calculation. Proceedings of The World Tunnel Congress99.1999:179-186.
    [27] S?en Degn Eskesen, Per Tengborg, J?gen Kampmann, Trine Holst Veicherts. Guidelines for Tunnelling Risk Management: international Tunnelling Association,Working Group No.2 Tunnelling and Underground Space Technology. 2004,19:217–237.
    [28] J. Reilly, J. Brown. Management and Control of Cost and Risk for Tunneling and infrastructure Projects. Proc. international Tunneling Conference, Singapore, 2004:1-8.
    [29] Z.H. Li, H.W. Huang, J. Yin.. Risk assessment of rockfall hazards on highways [A]. The proceeding of the first international symposium on geotechnical safety & risk, Vol.2:687-696, 2007, Tongji University, Shanghai.
    [30] C. P. Yao, H. W. Huang, Q. F. Hu. The analyses and setting laws of escape channels in underwater road tunnels[C]. Proceeding of The First International Symposium on Geotechnical Safety & Risk (ISGSR2007).Shanghai. 2007.10:733~744.
    [31] Bruce Walker. Landslide Risk Management Concepts And Guidelines[J]. Australian Geomechanics. 2000 V35,No.1:51-53.
    [32]彭铭,黄宏伟,胡群芳.基于盾构隧道施工监测的动态风险数据库的开发[J].地下空间与工程学报, 2007, 12, 1255-1260.
    [33] Qunfang Hu, Hongwei Huang. Risk software trm1.0 for shield tunneling projects. Proceedings of the international symposium on innovation & sustainability of structures in civil engineering (ISISS 2007), Shanghai, China, Southeast university press, pp: 1062-1073, 2007,11.
    [34] Qunfang Hu, Hongwei Huang. Numerical Analysis and Risk Assessment on Face Stability of Large-Diameter Tunnels, Proceedings Computational Science-ICCS2007, 7th International Conference Beijing, China, Part III, Taylor & Francis, LNCS 4489, pp: 1180–1187, 2007.5.
    [35] Qunfang Hu, Hongwei Huang. Risk Analysis of Soil Transition in Tunnel Works. Underground Space - the 4th Dimension of Metropolises: Proceedings of the World Tunnel Congress 2007 and 33rd ITA/AITES Annual General Assembly, Prague, May 2007, Taylor & Francis Group, London, pp:209-216, 2007.5.
    [36] JuliaJ. Pet-Armacost, Jose Sepulveda. Monte Carlo Sensitivity Analysis of Unknown Parameters in Hazardous Materials Transportation Assessment Risk Analysis. 1999. Vol. 19. No. 6:1173-1185.
    [37] Hyun-HoChoi, Hyo-NamCho, J. W. Seo. Risk Assessment Methodology forUnderground Construction Projects [J]. Construction Engineering And Management. 2004.258-272.
    [38] Baecher, G. B., Lanney, N. A. and Einstein, H. H., Statistical Description of Rockfractures and Sampling, 18th U.S. Symposium on Rock Mechanics. 1977.
    [39] Gregory B. Baecher Statistical Analysis of Rock Mass Fracturing Mathematical Geology. 1983,Vol. 15 No.2:329-348.
    [40] H. H. Einstein. Risk and Risk Analysis in Rock Engineering. Tunnelling and underground Space Technology, 1996.Vol.11, No.2:141-155.
    [41] The Engineering Council. Guidelines on Risk Issues. London. 1993.
    [42] Landslide Risk Management Concepts and Guidelines, Australian Geomechanics Society, Sub-Committee on Landslide Risk Management, 2000.3.
    [43]李志宏,黄宏伟,薛亚东.基于风险的隧道工程成本预测研究,第十次全国岩石力学与工程学术大会会议论文集.
    [44]罗卫华.山区高速公路陡坡上路基稳定性分析方法与治理对策,中南公路工程2005.02.
    [45]黄波.山区高速公路环境影响及其对策,公路交通技术,2003.01.
    [46]李秋佐.浅谈云南山区高速公路地质病害防治,云南交通科技,2002.01.
    [47]和勇,陈孔今.山区高速公路建设中应注意的几个问题,铁道建筑,2005.02.
    [48]孙英勋.云南山区高速公路滑坡治理研究,公路交通科技,2005.04.
    [49]林士炎,李长洪,乔兰,刘宝许.爆破震动对高速路边坡影响的数值模拟,北京科技大学学报,2003.06.
    [50]王明怀.高等级公路施工技术与管理著[M].人民交通出版社.1999.
    [51]贾元华,董平如.高速公路建设与管理[M].北方交通大学出版社.2002.
    [52]王治强.层次分析法在高速公路工程承包风险管理中的应用[硕士论文].郑州:郑州大学.2005.
    [53]周建昆,林楠,黄宏伟.某山区高速公路风险评估初步研究[J].现代隧道技术增刊.2006: 576~580.
    [54]林楠,黄宏伟.山区高速公路工程建设的风险辨识与评估研究[J].2007.
    [55]曹政国.公路工程项目施工阶段承包商风险管理研究[硕士论文].成都:西南交通大学2004.
    [56]郭仲伟著.风险分析与决策[M].北京:机械工业出版社,1986.
    [57]谢全敏,边翔,夏元友.滑坡灾害风险评价的系统分析[J].岩土力学.2005.26(1):71-74.
    [58]黄波.山区高速公路环境影响及其对策[J].公路交通技术.2003.(1):65-67.
    [59]吴汉雄.不良地层中公路隧道的施工.西部探矿工程.1997,Vol.9(6).
    [60]刘立,唐建新.高速公路隧道施工过程的新奥法监控.重庆大学学报(自然科学版),1995,Vol.5.
    [61]宋振波,高速公路中通道涵洞工程质量控制,辽宁交通科技,2004(5).
    [62]孔祥金.公路长隧道工程地质工作评述,西部探矿工程,1998/06.
    [63]朱汉华,李飞泉.山区高等级公路隧道设计与施工的建议.华东公路.2002(.2):57-58.
    [64]霍玉华.浅埋公路隧道施工塌方事故的预防与整治技术研究.中国安全科学学报.2005.vol.15(7):84-89.
    [65] R.E.麦格尔.风险分析概论,石油工业出版社,1985.
    [66]郭仲伟.风险分析与决策[M].北京:机械工业出版社,1986.
    [67]许树柏.实用决策方法——层次分析法原理,天津大学出版社,1988.
    [68]柴贺军.关于公路路堑边坡治理工程的若干思考.公路交通技术.2004.(3):12-16.
    [69]王春生,赵剑强.山区高速公路环境影响及减缓措施探讨.交通环保.2004.vol.25(4):18-20.
    [70]覃名晟,熊运福.山区高速公路建设安全管理工作实践.湖南交通科技.2006.vol.32(1):167-170.
    [71]朱颂茜,林敬兰,林文莲.山区高速公路建设对边坡土壤侵蚀的影响初探.资源科学.2004.vol.26:54-60.
    [72]杨志法.关于岩石力学当前发展战略的一些看法.岩土工程学报. 1994, 16(1): 112-113.
    [73]于学馥.信息时代岩土力学与采矿计算初步.北京:科学出版社.1991.
    [74]赵国藩,曹居易,张宽权.工程结构可靠度.水利电力出版社, 1984.
    [75]黄修云,魏莉萍,乔春生,张清.隧道岩石力学参数的随机—模糊统计分析.北方交通大学学报.1999.2. Vol.23 No.1.
    [76]谭忠盛,高波,关宝树.隧道围岩抗剪强度指标C ,TanΦ的概率特征.岩土工程学报.1999.Vol. 21No. 6:760-762.
    [77]姚耀武,申超.非线性随机有限元法及其在可靠度分析中的应用.岩土工程学报,1996, 18(2): 37-46.
    [78]刘宁,邵建国,王媛.地应力渗流共同作用下洞室围岩加锚稳定的可靠度计算.岩土工程学报, 2000, 22 (6):711-715.
    [79]徐军,郑颖人,刘东升.基于概率屈服准则的弹塑性随机有限元分析.岩土工程学报, 2002, 23 (2): 225-228.
    [80]李田,刘西拉.混凝土结构的耐久性设计.土木工程学报,1994 ,27 (2) : 47 - 55.
    [81]贡金鑫,赵国藩.考虑抗力随时间变化的结构可靠度分析[J ] .建筑结构学报,1998 ,19 (5) :43 - 51.
    [82]周红波,何锡兴,江勇等.工程质量风险管理模式的研究,建筑管理现代化, 2005(2).
    [83]李清富,高攀,马磊.公路工程施工期风险评价,山西建筑, 2008(3).
    [84]谭举鸿.浅谈高速公路工程质量风险应对策略与措施,山西建筑, 2008(3).
    [85]蓝日彦,周铮,孙义刚等.山区高速公路边坡设计探讨,广西大学学报(自然科学版), 2007(2).
    [86]任辉,冉斌.高速公路边坡防护与加固初探,科技信息, 2007(3).
    [87]廖小平,杨伟震.福建山区高速公路边坡工程与锚固技术,公路, 2005(8).
    [88]魏涛.山区高速公路路线设计与生态资源保护,公路交通技术, 2007(1).
    [89]徐荣春.论山区高速公路建设地质工作存在的问题,科技资讯, 2006(14).
    [90]谢全敏,边翔,夏元友.滑坡灾害风险评价的系统分析,岩土力学, 2005(1).