用户名: 密码: 验证码:
大型桥梁建设项目的鉴识工程制度与方法研究
详细信息    本馆镜像全文|  推荐本文 |  |   获取CNKI官网全文
摘要
我国目前正处于基础建设的高峰时期,工程灾害和事故频繁发生,造成了巨大的经济损失和人员伤亡。受传统观念的影响,我国普遍采取的是组成临时专家组来处理工程事故的做法,然而其过程的合法性和结论的科学性近年来受到质疑。我国的桥梁工程已经走向了规模化建设的道路,当前已迈入海湾大桥建设的时代,传统的事故处理方式已经无法满足大型桥梁建设管理的需要,亟需建立专门的机构、人员和制度对事故原因进行追溯、对事故责任进行判别,以保证分析和判别结果的有效性和客观性。
     本文基于我国大型桥梁建设的工程实际,结合我国法律制度改革的趋势,引入工程全寿命理念,探讨公平、独立、客观的“鉴识工程”第三方机制及方法。
     本文的主要工作和结果如下:
     1.调查和分析了我国近年来桥梁和地下工程典型事故的处理和鉴定情况。目前临时性、非专业的事故鉴定方式,已经不能满足我国高速发展的大型桥梁建设的项目管理需要,必须通过建立中立、合法、专业的鉴识工程制度来对其进行改善。
     2.引入工程全寿命周期理念,研究大型桥梁建设项目的全寿命风险鉴识方法。论文提出了全寿命期阶段健康的评价模型,建立了事故风险和损失的评价方法,对工程阶段风险的贡献和责任可能进行辨析。研究结果表明,业主、管理部门等工程参与方对事故风险存在高贡献可能,规划、设计等工程上游阶段对工程风险的继承和传递有很大的影响,需要在项目的全过程管理中予以高度的重视。
     3.设计了桥梁专家鉴识系统。该系统包括了基于VFP语言开发的用户界面、基础数据库管理模块以及基于MATLAB的人工神经网络模块。该系统用于事故样本的收集和整理、神经网络的训练和检验以及桥梁建设项目的工程鉴识仿真分析。
     4.进行了鉴识工程实践架构的研究。基于我国大型桥梁建设的实际,对鉴识过程中的实践操作提出了建议,包括事故调查、分析过程和报告规范等。
     5.进行了鉴识工程法律制度构架的研究。在我国目前的鉴定制度与英美法系专家证人制度相融合的改革趋势前提下,对我国的鉴识工程立法进行必要的基础分析,并提出了相关和建议,包括鉴识执业制度、鉴识启动机制、鉴识结论的开示制度、质证制度和采信制度等。基于实践和法律制度架构的研究,建议了大型桥梁建设项目的鉴识工程导则。
     本研究旨在对我国的大型桥梁建设项目的鉴识工程制度与方法做开创性的探索,从而为大型桥梁工程事故的处理提供科学的技术鉴定和责任识别方法,为工程争议提供有效的法律证据,使之成为连接法律和工程的桥梁。论文的研究成果也可供其它大型建设项目的鉴识工程参考借鉴。
Presently the infrastructure construction is at the peak time in China. The engineeringdisasters and accidents happen frequently, which cause heavy economic losses andcasualities. Owing to the conventional concept, to assemble a temporary expert panel is thepopular method to deal with the controversies and accidents in China. The validity of theprocessing procedue and the scientificity of the conclusion are questioned in recent years.Now the bridge construction is going to scale and have been on the bay bridge projects time.That is mean the traditional accident process method can not satisfy the need of large-scalebridge engineering management. To trace to the accidents causing reason and distinguishthe responsibility, all need a specific institution, personnel and system, in order to guaranteethe validity and objectivity of the analysis and conclusion.
     This dissertation combined the current situation of large-scale bridge engineering andjudicial system reformation in China. The idea of engineering all life cycle was introducedto discusse the method of establishing an impartial, independent, objective and third-partysystem of forensic engineering。
     The main research works and results are as follows:
     1. Typical accident processes and identifications in recent years of China isinvestigated and analied in this dissertation. At present, the temporary and curbstoneaccident identification method has can not satisfy the demands of large-scale bridgeconstruction projects’ management. The improvement should base on the neutral, legal andprofessional forensic engineering.
     2. The concept of construction projects’ all life cycle is adopted into the methodologystudy of large-scale bridge construction projects’ risk forensic. The period health evaluationmodel of all life cycle is bringed forward. The risk and loss evaluation methods are studiedin this dissertation. The contribution and responsibility to the projects period risk are alsodistinguished. The result of research shows that the high contribution rate may come fromthe participants such as proprietor, engineering management departments and theengineering risk may inherit and transfer in all life cycle caused by engineering upperperiod such as planning and design. All of these shoul be paid more attention in the all process of project management.
     3. Bridge Forensic Expert System is designed. This system includes a VFP-basedinterface for users, basic database management module and MATLAB-based neuralnetwork module. This system designed for bridge accident samples’ collection andmanagement, the neural network’s training and testing and the bridge projects’ forensicsimulation analisis.
     4. Forensic engineering practice system is studied. Based on the large-scale bridgeconstruction practice, the forensic operation is suggested, which including accidentinvestigation, analytical process and report standards.
     5. Forensic engineering judicial system is studied. On the premise that Chinesejudicial identification system is integrated with the system of expert witness in CommonLaw, basic analysis and suggestion have be done on the forensic engineering legislation inChina, which including forensic certification system, forensic start mechanism, forensicconclusion discovery system, cross-examination system and admissible system. Based onthe practice and judicial system research, the guidelines for large-scale bridge constructionprojects forensic engineering is suggested. The forensic start’s unification is emphasized inthis dissertation to avoid the multiple managements. The forensic conclusion discovery,cross-examination and admissible system is rebuild to improve the reliability andobjectivity of forensic engineering.
     This study aim for the pioneering exploration on forensic engineering system andmethods of Chinese large-scale bridge construction projects, which for the sake of offeringscientific technical evaluation and responsibility investigation to engineering accidents, andvalid proof to engineering controversies. These study results are also could be available forthe reference of the other large construction projects’ forensic.
引文
[1]人民日报网络版,宁波全力救治招宝山大桥“骨折”[EB/OL].http://web.peopledaily.com.cn/zdxw/4/19990208/99020843.html,1999.2.8.
    [2]西南交通大学土木工程学院网站,招宝山大桥事故调查报告[EB/OL].http://civil.swjtu.edu.cn/mys/text5.htm,2010.1.20.
    [3]腾讯网,綦江彩虹桥还剩三个疑问[EB/OL].http://news.qq.com/a/20041214/000491.htm,2004.12.14.
    [4]搜狐网,九江大桥事故鉴定发布会[EB/OL].http://news.sohu.com/20070620/n250677848.shtml,2007.6.20.
    [5]新浪网,九江大桥坍塌结论难以服众[EB/OL].http://news.sina.com.cn/c/2007-06-26/081313311625.shtml,2007.6.26.
    [6]新华网,广东省安监局:九江大桥断桥为船撞桥单方责任[EB/OL].http://news.xinhuanet.com/local/2009-02/27/content_10907467.htm,2009.2.27.
    [7]新华网,“断桥事件”能否催生独立调查机制[EB/OL].http://news.xinhuanet.com/comments/2007-06/22/content_6276965.htm,2007.6.22.
    [8]人民网,李盛霖:对凤凰县“8.13”桥塌事故要“六查”[EB/OL].http://politics.people.com.cn/GB/1027/6124942.html,2007.8.17.
    [9]新华网“,凤凰大桥垮塌”可尝试独立调查制度[EB/OL].http://news.xinhuanet.com/comments/2007-08/15/content_6534186.htm,2007.8.15.
    [10]新浪网,专家称沱江大桥垮塌属建设安全生产责任事故[EB/OL].http://news.sina.com.cn/c/2007-08-16/082012394133s.shtml,2007.8.16.
    [11]新华网,湖南湘西凤凰塌桥事故责任人受到严肃处理[EB/OL].http://news.xinhuanet.com/legal/2007-12/25/content_7312096.htm,2007.12.25.
    [12]腾讯网,株洲坍桥事故系人为责任[EB/OL].http://news.qq.com/a/20090519/000109.htm,2009.5.19.
    [13]央视网,详解“株洲桥垮塌”全过程[EB/OL].http://news.cctv.com/xianchang/20090526/108276.shtml,2009.5.26.
    [14]人民网,株洲高架桥垮塌事故追踪:拆桥工程队既无资质也无技术[EB/OL].http://society.people.com.cn/GB/41158/9337261.html,2009.5.21.
    [15]人民网,湖南株洲高架桥垮塌事故调查:施工方曾被要求整改[EB/OL].http://society.people.com.cn/GB/41158/9330050.html,2009.5.20.
    [16]人民网,安监总局通报杭州地铁事故——称地方政府监管不力[EB/OL].http://society.people.com.cn/GB/86800/8366244.html,2008.11.19.
    [17]新华网,杭州地铁坍塌事故被认定为重大责任事故21人被追究责任[EB/OL].http://www.zj.xinhuanet.com/newscenter/2010-02/09/content_190023.htm,2010.2.9.
    [18]财经网,谁为杭州地铁事故负责[EB/OL].http://www.caijing.com.cn/2008-11-19/110030401.html,2008.11.19.
    [19]新浪网,杭州地铁坍塌事故5大疑问[EB/OL].http://news.sina.com.cn/c/2008-11-19/150016685322.shtml,2008.11.19.
    [20]中国评论新闻网,杭州地铁塌陷事故“潜规则”造就豆腐渣[EB/OL].http://cn.chinareviewnews.com/doc/1008/0/8/9/100808936_4.html?coluid=37&kindid=711&docid=100808936&mdate=1202023214,2008.11.24.
    [21]腾讯网,杭州地方政府喊冤称没有收到隐患报告[EB/OL].http://news.qq.com/a/20081120/000911.htm,2008.11.20.
    [22]中华人民共和国国务院令493号.生产安全事故报告和调查处理条例[S],2007.6.1.
    [23]中华人民共和国建设部令第3号.工程建设重大事故报告和调查程序规定[S],1989.12.1.
    [24] Christine Reynolds. Rewriting the Curriculum: A Review and Proposal of ForensicEngineering Coursework in U.S. Universities[C]. Proceedings of the Third ForensicEngineering Congress, ASCE, San Diego, California, October19-21,2003, PP.307-319.
    [25] Martin R. Owen. An Engineer Relates His Experiences as Expert Witness[C], Proceedings ofthe first Forensic Engineering Congress, ASCE, Minneapolis, Minnesota, October5-8,1997,PP.12-15.
    [26] Kenneth L. Carper. Technical Council on Forensic Engineering: Twenty-year RetrospectiveReview[C]. Proceedings of the Third Forensic Engineering Congress, ASCE, San Diego,California, October19-21,2003, PP.280-296.
    [27] Gatje, S.P. The role of the federal government in the investigation of structural failures[R].WISE internship report to the ASCE.New York, NY,1984.
    [28] USHR. Structural failures: Hearing before the Subcommittee on investigational oversight[C].Committee on science and technology, April25,1984, United States House ofRepresentatives, U.S. Government Printing Office, Washington, D.C.,1984.
    [29] Loss J. AEPIC project: update[J]. Journal of Performance of Constructed Facilities, ASCE,New York, NY,1987,1(1),11-29.
    [30] ASFE. The real world of engineering: case histories[C]. ASFE: The Association ofEngineering Firms Practicing in the Geosciences, Silver Springs, MD,1990.
    [31] Bell, G.R. and D.W. Vannoy. Data collection and information dissemination: Current effortsand challenges[M]. Forensic Engineering: Learning From Failures, ASCE, New York, NY,1986.
    [32] Bell, G.R., K.L. Carper and C.G. Culver. Report of the working group on informationdissemination: Committee on forensic engineering[R]. ASCE, New York, NY,1984.
    [33] USHR. Structural failures: Hearing before the Subcommittee on investigation andoversight[C], Committee on science and technology, United States House of Representatives,U.S. Government Printing Office, Washington, D.C., April25,1984.
    [34] Specter, M.M. National Academy of Forensic Engineers[J], Journal of Performance ofConstructed Facilities, ASCE, New York, NY,1987,1(3),145-159.
    [35] Corley, W.G., P.F. Mlakar Sr., M.A.Sozen and C.H.Thornton. Special Section: Investigationof the bombing of the Oklahoma City Federal Building[J]. Journal of Performance ofConstructed Facilities, ASCE, Reston, VA,1998,12(3),100-136.
    [36] Arper, K.L. ed. Forensic Engineering (2nd edition)[S].CRC Press, LLC, Boca Raton, FL,2001.
    [37] Campbell, P., ed. Learning from construction failures: Applied forensic engineering[M].Whittles Publishing, Caithness, Scotland, UK,2001.
    [38] Neale, B.S., ed. Forensic engineering: The investigation of failures[C]. Proceedings of thesecond international conference on forensic engineering. Thomas Telford Publishing,Institution of Civil Engineers, London, UK,2001.
    [39] FEMA/ASCE. The Oklahoma City Bombing: Improving building performance throughmulti-hazard mitigation[R]. Federal Emergency Management Agency, Mitigation Directorate,Washington, D.C., FEMA,277,1996.
    [40] FEMA/ASCE. World Trade Center building Performance Study: Data collection, preliminaryobservations, and recommendations[R]. Federal Emergency Management Agency, FederalInsurance and Mitigation Administration, Washington, D.C., FEMA403,2002.
    [41] National Academy of Forensic Engineering[EB/OL].http://www.nafe.ore/NafeMainDef.Htm/12/25/05.
    [42] Lewis, G.L. Guidelines of Forensic Engineering Practices[S]. ASCE Pub., Reston, VA,2003.
    [43] Janney, J.R. Guide to Investigation of Structural Failures[S]. ASCE, New York, NY,1979.
    [44] Christine Reynolds. Rewriting the Curriculum: A Review and Proposal of ForensicEngineering Coursework in U.S. Universitie[C]. Proceedings of the Third ForensicEngineering Congress, ASCE, San Diego, California, October19-21,2003, PP.307-319.
    [45] Stephen W. Kent. Introduction. Proceedings of the first Forensic Engineering congress[C].ASCE, Reston, VA,1997, PP.1.
    [46] J. L. Grover. Ethical Considerations for Expert Witnesses in Forensic Engineering[C].Proceedings of the Third Forensic Engineering Congress, ASCE, San Diego, California,October19-21,2003, PP.441-452.
    [47] National Academy of Forensic Engineers. Guidelines for the P.E. as a Forensic Engineer:The Engineer as an Expert Witness[M]. Hawthorne, NY,2001.
    [48] American Society of Civil Engineers. Code of Ethics[S]. Reston, VA,1996.
    [49] Federal Court of Australia. Practice Direction: Guidelines for Expert Witnesses inProceedings in the Federal Court of Australia[EB/OL].http://www.fedcourtgov.au/pracproc/practice_direct.html,2002.2.5.
    [50] U. S. Government Printing Office. Federal Rules of Evidence[S]. Washington, D.C.,2001.
    [51] Joshua B. Kardon, Robert G. Bea, and Robert Brady Williamson. Validity and Reliability ofForensic Engineering Methods and Processes[C]. Proceedings of the Fourth ForensicEngineering Congress, ASCE, Cleveland, Ohio, October6-9,2006, PP.1-11.
    [52] Joshua B., Kardon S.E. Measuring Structural Engineers’ Understanding of the “Standard ofCare”[C]. Proceedings of the Second Forensic Engineering Congress, ASCE, OswaldRendon-Herrero, May21-23,2000, PP.332-346.
    [53] Pagni, P. Thermal Glass Breakage[C]. Seventh International Symposium on Fire SafetyScience, International Association for Fire Safety Science, Worcester, USA,2003
    [54] Rob Shepherd. The St. Francis Dam Failure[C]. Proceedings of the Third ForensicEngineering Congress, ASCE, San Diego, California, October19-21,2003, PP.168-177.
    [55] Stacey Solava and Norbert Delatte. Lessons from the Failure of the Teton Dam[C].Proceedings of the Third Forensic Engineering Congress, ASCE, San Diego, California,October19-21,2003, PP.178-189.
    [56] Chris Storey and Norbert Delatte. Lessons from the Collapse of the Schoharie CreekBridge[C]. Proceedings of the Third Forensic Engineering Congress, ASCE, San Diego,California, October19-21,2003, PP.244-255.
    [57] Richard A., Dethlefs and Gary R. Searer. Interpreting Model Building Code Requirementsfor Repairs to Existing Structures[C]. Proceedings of the Third Forensic EngineeringCongress, ASCE, San Diego, California, October19-21,2003,PP.406-414.
    [58] Bui Trong Cau, Nguyen Huy Thap, and Pham Van Khoi. An Overview of Bridge Failures inVietnam[C]. Proceedings of the Third Forensic Engineering Congress, ASCE, San Diego,California, October19-21,2003, PP.415-422.
    [59] Brian S. Neale. Maintaining Structural Safety through a Life-Care Plan and Regulation[C].Proceedings of the Third Forensic Engineering Congress, ASCE, San Diego, California,October19-21,2003, PP.433-440.
    [60] Peter Maranian, Robi Kern, Robert Lyons, and Gregg E. Brandow. Interim Review onWelded Flange Plate (WFP) Steel Moment Frame Connections[C]. Proceedings of the ThirdForensic Engineering Congress, ASCE, San Diego, California, October19-21,2003, PP.115-126.
    [61] Robi Kern, Peter Maranian, Robert Lyons, and Gregg E. Brandow. Interim Review onWelded Unreinforced Flange Welded Web (WUF-W) Steel Moment Frame Connections[C].Proceedings of the Third Forensic Engineering Congress, ASCE, San Diego, California,October19-21,2003, PP.127-141.
    [62] James E. Partridge, Steve R. Paterson, and Ralph M. Richard. ATC-24Cumulative DamageTests and Fracture Analyses of Bolted-Welded Seismic Moment Frame Connections[C].Proceedings of the Third Forensic Engineering Congress, ASCE, San Diego, California,October19-21,2003, PP.142-157.
    [63] Hartle, R.A., Amrhein, W.J., Wilson III, K.E.,and Baughman, D.R. BridgeInspector'sTraining Manual90[S]. Federal Highway Administration, U.S. Department,1991.
    [64] Taly, N. Design of Modem Highway Bridges[M]. Mc Graw-Hill,1998.
    [65] Harik, I.E., Shaaban, A.M., Gesund, H., Valli, G.Y.S., and Wang, S.T. United States BridgeFailures,1951-1988[J]. Journal of Performance of Constructed Facilities,4(4),1990, PP.272-277.
    [66] Hadavi, A. Incorporation of Non-Destructive Evaluation in Pontis Bridge ManagementSystem[C]. Structural Materials Technology III-An NDT Conference, San Antonio,1998, PP.464-471.
    [67] W. Gene Corley. Using Forensic Engineering Techniques to Obtain Data From TheOklahoma City Bombing[C]. Proceedings of the First Forensic Engineering Congress, ASCE,Minneapolis, Minnesota, October5-8,1997, PP.22-35.
    [68] Najib Abboud, ed. Anatomy of a Disaster: A Structural Investigation of the World TradeCenter Collapses[C]. Proceedings of the Third Forensic Engineering Congress, ASCE, SanDiego, California, October19-21,2003, PP.360-370.
    [69] Craig Beyler, ed. Analysis of the Thermal Exposure in the Impact Areas of the World TradeCenter Terrorist Attacks[C]. Proceedings of the Third Forensic Engineering Congress, ASCE,San Diego, California, October19-21,2003, PP.371-382.
    [70] Glenn G. Thater, Gary F. Panariello, and Daniel A. Cuoco. World Trade Center Disaster:Damage/Debris Assessment[C]. Proceedings of the Third Forensic Engineering Congress,ASCE, San Diego, California, October19-21,2003, PP.383-392.
    [71] Mark J. Tamaro and Scott G. Nacheman. Role of the Structures Specialist during the FEMAUrban Search and Rescue (US&R) Deployments to the September11,2001TerroristAttacks[C]. Proceedings of the Third Forensic Engineering Congress, ASCE, San Diego,California, October19-21,2003, PP.393-405.
    [72] American Society of Civil Engineers(ASCE). The Pentagon Building PerformanceReport[R]. Reston, Virginia,2003.
    [73] Paul F. Mlakar, ed. The Pentagon Crash of September11[C]. Proceedings of the ThirdForensic Engineering Congress, ASCE, San Diego, California, October19-21,2003, PP.1-8.
    [74] Paul F. Mlakar, ed. Structural Damage Induced by a Terrorist Attack on the Pentagon[C].Proceedings of the Third Forensic Engineering Congress, ASCE, San Diego, California,October19-21,2003PP.9-20.
    [75] Paul F. Mlakar, ed. Structural Analysis of the Damaged Structure at the Pentagon[C].Proceedings of the Third Forensic Engineering Congress, ASCE, San Diego, California,October19-21,2003, PP.21-30.
    [76] Paul F. Mlakar, ed. Thermal Response of the Pentagon Structural Elements[C]. Proceedingsof the Third Forensic Engineering Congress, ASCE, San Diego, California, October19-21,2003, PP.31-42.
    [77] Paul F. Mlakar, ed. Findings and Recommendations from the Pentagon Crash[C].Proceedings of the Third Forensic Engineering Congress, ASCE, San Diego, California,October19-21,2003, PP.43-45.
    [78] Jack D. Gillum. Professionalism, Responsibility&Engineering Ethics[C]. Proceedings ofthe Second Forensic Engineering Congress, ASCE, Oswald Rendon-Herrero, May21-23,2000, PP.57-65.
    [79] Rob Shepherd. Things That Fall Construction Site Forensic Problems[C]. Proceedings of theFirst Forensic Engineering Congress, ASCE, Minneapolis, Minnesota, October5-8,1997, PP.16-21.
    [80] Wolfgang Roth and Anthony Stirbys. Claims and Forensic Engineering in Tunneling[C].Proceedings of the Fourth Forensic Engineering Congress, ASCE, Cleveland, Ohio, October6-9,2006, PP.591-604.
    [81] Robert T. Ratay. SEI/ASCE37-02Design Loads on Structures during Construction Standard—Background, Purpose and Scope[C]. Proceedings of the Third Forensic EngineeringCongress, ASCE, San Diego, California, October19-21,2003, PP.84-87.
    [82] John F. Duntemann. Loads and Load Combinations in SEI/ASCE37-02[C]. Proceedings ofthe Third Forensic Engineering Congress, ASCE, San Diego, California, October19-21,2003,PP.88-93.
    [83] John S. Deerkoski. Construction Loads in SEI/ASCE37-02[C]. Proceedings of the ThirdForensic Engineering Congress, ASCE, San Diego, California, October19-21,2003, PP.94-96.
    [84] Donald O. Dusenberry. Environmental Loads in SEI/ASCE37-02[C]. Proceedings of theThird Forensic Engineering Congress, ASCE, San Diego, California, October19-21,2003,PP.97-102.
    [85] American Society of Civil Engineers(ASCE). Minimum Design Loads for Buildings andOther Structures(4SCE7-95)[S].Reston, Virginia,1995.
    [86] Lunch, M.F. Liability Crisis-Where do We Go from Here[J]. Journal of Performance ofConstructed Facilities,1997,1(1),30-33.
    [87] Ronald W. Demerjian. The Property Insurance Plans: Insurers of Last Resort[C].Proceedings of the First Forensic Engineering Congress, ASCE, Minneapolis, Minnesota,October5-8,2006, PP.131-135.
    [88] Cohen, J.M., Coney, W.G., Wong, P.K. and Hanson, J.M. Research Needs Related toForensic Engineering of Constructed Facilities[J]. Journal of Performance of ConstructedFacilities,1992,6(1),3-9.
    [89] Gogel, M.E. Inspection and Rating System for Tubular Steel Pedestrian Bridges[R]. MastersThesis, University of Colorado at Denver,2001.
    [90] Rens K.L., Y. Neiman, and C. Nogeria. Application of a geographic information system forbridge management[M]. Proc. Structure Faults and Repaire-99, Engineering Technics Press,Edinburgh, Scotland,1999.
    [91] Rens, K.L., Nogneira, C.L., Neiman, Y.M., Gruber, T, and L. Johnson. Bridge ManagementSystem for the City and County of Denver Colorado[M]. Practice Periodical on StructuralDesign and Construction. November,1999.
    [92] Ufuk Dilek, Tom Caldwell, E. Fred Sharpe, Jr., and Michael L. Leming, Fire DamageAssessment, Pre-stressed Concrete Double-Tees at Parking Deck[C]. Proceedings of theThird Forensic Engineering Congress, ASCE, San Diego, California, October19-21,2003,PP.247-258.
    [93] John M., CoilMichael L. Leming. Damage Resulting from Deflections of Two-Way ConcreteFlat Plates[C]. Proceedings of the Third Forensic Engineering Congress, ASCE, San Diego,California, October19-21,2003, PP.259-268.
    [94] Ufuk Dilek, Michael L. Leming, and E. Fred Sharpe, Jr. Assessment of Cryogenic Fluid SpillDamage to Concrete[C]. Proceedings of the Third Forensic Engineering Congress, ASCE,San Diego, California, October19-21,2003, PP.269-279.
    [95]司法部.《司法鉴定执业分类规定》(试行)[S].2000.11.29.
    [96]古春晓.建筑“法医”首家挂牌[J].建筑工程,2004,13(25):11-14.
    [97]黄新恩.工程质量事故的分析与处理[J].山西建筑,2001,27(2):84-85.
    [98]王兴菊.对建筑工程质量事故频发的思考[J].山东工业大学学报,2002,32(1):97-100.
    [99]赵彪,张婷婷.影响工程保险发展的原因及对策研究[J].集团经济研究,2006(25):82-83.
    [100]赵彪,陈志鼎.工程保险在水电建设中的应用与推广[J].人民长江,2007,38(9):159-160.
    [101]关惠君,师安东.由风险管理谈工程质量安全事故的司法鉴定[J].中国建材科技,2007,4:66-68.
    [102]叶淑萍.工程质量事故处理程序及处理方法[J].工程质量,2005,7:41-43.
    [103]王艳梅,李成芳,徐锡权,郑佩莹.某挡土墙工程垮塌事故分析[J].重庆建筑,2004,3:38-39.
    [104]刘涛,甄星灿.某高层建筑工程质量事故实例分析与加固处理[J].建筑结构学报,2002,23(2):92-95.
    [105]张兴彬.某混凝土工程裂缝事故分析[J].青岛理工大学学报,2006,27(4):49-51.
    [106]陶履彬,李永盛等.工程风险分析理论与实践——上海崇明越江隧道工程风险分析[M].同济大学出版社,2006.
    [107]王卓甫.工程项目风险管理[M].北京:中国水利水电出版社,2003.
    [108]阮欣.桥梁工程风险评估体系及关键问题研究[D].同济大学博士论文,2006.
    [109]林立,范立础.工程建设项目全寿命周期健康状态评价模型和风险贡献因子研究[J].福建农林大学学报(自然科学版).
    [110]中华人民共和国交通部.公路工程结构可靠度设计统一标准(GB1T50283-1999)[S].北京:人民交通出版社,1999.
    [111]范立础.桥梁工程安全性与耐久性—展望设计理念进展[J].上海公路,2004,1:1-8.
    [112] LIN Li, ZHUO Wei-dong, FAN Li-chu. Life-cycle Risk Management and AccidentForensic of Major Public Construction Projects[C]. The1st International Conference onInformation Science and Engineering.Dec18-20,2009, Nanjing, China, pp.246-248.
    [113] LIN Li, FAN Li-chu, ZHUO Wei-dong. Analysis and Estimation on Risk Factors inEngineering Project Life-cycle[C]. The1st International Conference on SustainableConstruction&Risk Management. June12-14,2010, Chongqing, P. R. China.
    [114]肖庭延,于慎根,王彦飞.反问题的数值解法[M].北京:科学出版社,2003.
    [115]黄光远,刘小军.数学物理反问题[M].济南:山东科学技术出版社,1992.
    [116] Hadamard J. Lectures on the Cauchy Problems in Linear Partial Differential Equations[M].Yale University Press, New Haven,1923.
    [117]周春光,梁艳春.计算智能[M].长春:吉林大学出版社.
    [118]王仁武.序列构造神经网络与多维数据分析[M].上海:上海社会科学院出版社,2008.
    [119]朱大奇.人工神经网络原理及应用[M].北京:科学出版社,2006.
    [120]钟珞.人工神经网络及其融合应用技术[M].北京:科学出版社,2007.
    [121]王旭等.人工神经元网络原理及应用[M].沈阳:东北大学出版社,2007.
    [122]楼顺天.基于MATLAB的系统分析与设计——神经网络[M].西安:西安电子科技大学出版社,1998.
    [123]陈宝春编.桥梁工程[M].北京:人民交通出版社,2009.
    [124]金玉泉.桥梁的灾害和病害[D].同济大学硕士学位论文,2006.
    [125]卓卫东等.福建省公路危桥病害分析与技术改造研究[R].福州:福州大学,2008.
    [126]王东阳.混凝土桥梁结构常见裂缝的分析、控制与修补[D].哈尔滨工业大学硕士学位论文,2001.
    [127]李新发.钢桥面铺装防水粘结层研究[D].东南大学硕士论文,2004.
    [128]王北元.水泥混凝土桥沥青混凝土桥面铺装早期病害原因分析和结构设计方法[D].大连理工大学硕士论文,2003.
    [129]车晓军.大跨预应力混凝土连续梁桥病害成因分析[D].武汉理工大学硕士学位论文,2007.
    [130]孙晓燕.服役期及加固后的钢筋混凝土桥梁可靠性研究[D].大连理工大学博士学位论文,2004.
    [131]马亚丽.预应力混凝土连续梁桥的健康研究[D].郑州大学硕士学位论文,2002.
    [132]孙志伦等.南京长江大桥重点病害分析与整治[J].铁道标准设计,2001,2(21):18-21.
    [133] R.Richard Avent and Mohamed Alawady. Bridge Scour and Substructure Deterioration:Case Study [J]. Bridge Engineer.2005,10:247-251.
    [134]巫祖烈等.混凝土桥面铺装层病害成因及研究方法探讨明[J].重庆交通学院学报,2005,3(22):57-60.
    [135]朱贤明.既有混凝土桥梁桥面结构开裂与防水的耐久性研究[D].北京交通大学硕士论文,2004.
    [136]高晓波.漯舞特大桥病害分析、荷载试验与加固措施研究[D].中南大学硕士学位论文,2007.
    [137]赵夫振.百色澄碧河桥的检测与加固[D].广西大学硕士学位论文,2007.
    [138]宋学英.既有线32m简支T梁桥病害整治及加固研究[D].北京交通大学,2008.
    [139]苟名家.既有混凝土梁桥综合评估方法研究[D].长安大学硕士学位论文,2009.
    [140]孙彤.贵阳市城区旧桥检测与加固研究[D].天津大学硕士学位论文,2004.
    [141]刘永忠.亭角立交桥和平湖跨线桥的病害分析及加固处理[D].华南理工大学硕士学位论文,2003.
    [142]卢靖宇.连续梁桥加固方法研究[D].长安大学硕士学位论文,2009.
    [143]刘鹏.弯梁桥的评价与加固方法研究[D].长安大学硕士学位论文,2007
    [144]石飞.成渝高速公路桥梁病害调查分析与研究[D].重庆交通学院硕士学位论文,2005.
    [145]周家权.白沙洲大桥混凝土箱梁裂缝成因分析及修补措施研究[D].华中科技大学硕士学位论文,2008.
    [146]黄志强,雷健.章江大桥桥面系维修浅探[J].重庆交通学院学报,2004,4(23):17-19.
    [147]彭桂瀚,陈宝春.福厦路乌龙江大桥维修设计与施工[J].福建建筑,2002,3:49-51.
    [148]邹明理.论鉴定结论及其属性[M].北京:法律出版社,2002,88~92.
    [149] National Academy of Forensic Engineering, http://www.nafe.org,2005,7.1.
    [150] Kevin L. Rens, Oswald Rendon-Herrero, Paul A. Bosela. Proceeding[C]. The FirstForensic Engineering Congress, ASCE, Minneapolis, Minnesota, October5-8,1997, PP.12-15.1997.
    [151] Jenny, J.R. Guide to Investigation of Structural failures[M]. ASCE, New York, NY,1979.
    [152]田平安.鉴定结论[J].现代法学,2000(6):26~30.
    [153]樊崇义主编.证据法学[M].北京:法律出版社,2001.
    [154]何家弘主编.司法鉴定导论[M].北京:法律出版社,2001.
    [155] Campbell, P. Learning from construction failures: Applied Forensic Engineering[M].Whittles Publishing, Caithness, Scotland, UK,2001.
    [156]最高人民法院司法解释小文库编选组.司法鉴定司法解释及相关法律规范[M].北京:人民法院出版社,2003.
    [157] Lewis, G.L. Guidelines of Forensic Engineering Practices [M]. ASCE Pub., Reston, VA,2003.
    [158]彼得·伦斯特罗姆编,贺卫方等译.美国法律词典[M].北京:中国政法大学出版社,1998.
    [159]徐景和.司法鉴定制度改革探索[M].北京:中国检察出版社,2006.
    [160] Federal Judicial Center Reference Manual on Scientific Evidence (Second Edition)[EB/OL], http://air.fjc.gov/public/fjcweb.nsf,2009.6.21.
    [161]司法部.司法鉴定程序通则.司发通【2001】092号[S],2001.8.31.
    [162]李玉华.司法鉴定的诉讼化[M].北京:中国人民公安大学出版社,2006.
    [163]曹建明主编.诉讼证据制度研究[M].北京:人民法院出版社,2001.
    [164] S.E. Chen, D. Young, ed. Benchmarking Forensic Engineering Practice—A PhilosophicalDiscussion[C]. Proceedings of the Fourth Forensic Engineering Congress, ASCE,Cleveland, Ohio, October6-9,2006, PP.22-32.
    [165] LIN Li, ZHUO Wei-dong, FAN Li-chu. The Research on Engineering Judicial ForensicSystem Framework for the Civil Engineering Risk Management[C]. The1st InternationalConference on Sustainable Construction&Risk Management. June12-4,2010inChongqing, P. R. China.
    [166]黄维智.鉴定证据制度研究[M].北京:中国检察出版社,2006.
    [167]林立,范立础,卓卫东“.工程司法鉴识”制度架构研究[J].福建建筑,2010,l42.(1):132-134.

© 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