水利水电工程施工控制学
详细信息    本馆镜像全文|  推荐本文 |  |   获取CNKI官网全文
摘要
水利水电工程项目规模大、建设周期长、施工技术难度大,且往往位于深山峡谷地区,地形地质条件复杂、空间资源有限,同时,工程项目施工作业涉及多工种、多环节,以上均给工程施工组织管理和施工过程的动态控制带来了极大的挑战。如何对水利水电工程施工过程的进度、质量、成本、安全和环境进行实时动态控制,如何实现施工过程多目标的综合协调平衡,不仅是事关水利水电工程高标准、快速连续施工的关键技术问题,也是一个工程科学问题。本文以水利水电工程施工过程为研究对象,深入研究水利水电工程施工控制理论与方法,并取得如下成果:
     (1)首次提出了水利水电工程施工控制学基本理论。结合水利水电工程施工控制研究,从控制论的角度提出了水利水电工程施工控制学概念,并建立了其理论框架。围绕水利水电工程施工过程及特点,从时间和空间两个维度对水利水电工程施工系统进行分析,建立了施工系统时空关系模型,界定了水利水电工程施工控制的研究内容;以系统的观点对施工控制系统进行分解-协调,并在此基础上提出了水利水电工程施工控制学的基本理论。该理论可为水利水电工程施工过程动态控制提供新的理论研究思路。
     (2)提出了水利水电工程施工单项控制理论与方法。分析了单项控制过程中多目标综合机制,根据单项控制的思想,提出了目标-约束机制和互不影响机制,在此基础之上建立了水利水电工程施工单项控制数学模型,同时,从控制论的角度提出实时反馈策略和模型自适应策略,为实施高效的单项控制提供理论支持。该理论方法为实现水利水电工程施工单项目标优化提供可靠的理论技术支撑。
     (3)提出了水利水电工程施工多元控制理论与方法。系统分析了水利水电工程建设项目各目标间的复杂制约关系,为多元控制研究提供理论依据。利用分解-联合方法建立了施工控制对象逻辑关系模型,深入研究了多目标之间相互作用关系,结合多元控制的特点提出了模型协调机制和目标协调机制,并在此基础上建立了多元控制数学模型,同时,以协同的观点提出顺序导引策略,解决了如何将协调控制对象引入当前多元控制系统之中的问题。该理论方法可为水利水电工程施工过程多目标综合优化提供理论依据和技术支持。
     (4)研究了现代水利水电工程施工控制技术。总结归纳了水利水电工程施工过程中所采用的传统控制技术,系统介绍了目前施工控制中所运用的现代技术,包括混凝土坝施工进度实时控制、碾压式大坝碾压施工质量实时监控、大坝混凝土温度实时监控,最后,对物联网技术在水利水电工程施工控制中的应用进行了展望。
     (5)以混凝土坝为例,进行了施工控制理论与实践的研究。结合碾压混凝土施工特点,以上述施工控制理论与方法为指导,研究了大坝施工进度、仓面浇筑碾压施工质量、混凝土温度单项控制以及施工进度与质量多元控制问题。该理论与实践研究验证了施工控制学基本理论的有效性,并为碾压混凝土坝施工进度、施工质量的控制提供了新的技术手段。
Water conservancy and hydropower projects (WCHP) have characters of largescale, long construction period and big construction difficulty, and they are alwayslocated at deep mountain valleys with adverse topographic and geologic conditionsand limited spatial resource. Moreover, the project construction operations involvemany crafts and construction links, and all these bring great difficulty to theconstruction management and real-time control on the site. How to perform dynamiccontrol on the schedule, quality, cost, safety and environment of the construction andefficiently keep the balance of them are not only the key technical issues associatedwith high-standard and high-intensity continuous construction but also engineeringscientific problems. In this paper, aiming at the construction process of waterconservancy and hydropower project, the in-depth research of Construction Controltheory and methodologies for Water Conservancy and Hydropower Project are carriedout. The achievements are as follows:
     (1) The fundamental theory of the construction control for water conservancyand hydropower project is proposed for the first time. Combined with the research ofconstruction control, the concepction and theoretical framework is presented based oncybernetics. Centering on the construction process and features, the waterconservancy and hydropower project construction system is analysed from the twodimensions of time and space, and the space-time relational model of constructionsystem is established. Then the content of construction control is defined. With theStandpoint of Systemic Theory, decomposition-coordination coupling analysis isperformed on the construction system. On these bases, the fundamental theory of theconstruction control for water conservancy and hydropower project is proposed,which can provide a new train of thought for construction dynamic control.
     (2) The unary control theory and methodology are proposed. Studing the targetanalysis mechanism in further, the target-binding mechanism and none-influencemechanism are presented according to the basic thought of unary Control theory. Onthe basis of these two mechanisms, the mathematical model is established. Meanwhile,real-time feedback strategy and model adaptive strategy are presented based oncybernetics to provide theoretical support for the implementation of efficient singlecontrol. The theoretical method provides reliable technical support for the singleobjective optimization of water conservancy and hydropower project.
     (3) The multivariate control theory and methodology are proposed. The complexrestrictive relationship among project objectives is analysed systematically to providea theoretical basis for the multivariate control study. With decomposition-jointapproach, the logical relation model of the construction control object is presented.The interactions among the multiple objectives are studied in depth, and combinedwith the multivariate control characteristics, model-coordination mechanisms andtarget-coordination mechanism are proposed. On these bases, the multivariate controlmathematical model is established. Meanwhile, the order-lead-in strategy is presented,which can well introduce the coordinated control system into Current multivariatecontrol system. The theoretical method provides theoretical basis and technicalsupport for the multi-objective optimization of water conservancy and hydropowerproject.
     (4) The construction control technology of water conservancy and hydropowerproject is researched. The traditional control technology used in construction processis summed up. Some modern control technology including real-time control forconcrete dam construction schedule, real-time monitoring for construction quality ofroller compacted dam and real-time monitoring for dam concrete temperature isintroduced. The application of the internet of things in water conservancy andhydropower project construction control is prospected.
     (5) Taking RCC dam as an example, the construction control theory and practiceare studied. According to RCC construction characteristics and the theory andmethodology above, some research of unary control for dam construction progress,RCC construction quality and concrete temperature and the multivariate control ofconstruction progress and quality are undertaken in this paper. The theory and thepractice validate the availability of the fundamental theory of the construction control,and provide new technical means for the construction progress and quality control ofRCC dam.
引文
[1]中华人民共和国国务院新闻办公室,中国的能源状况与政策,2007
    [2]国家能源局,水电发展“十二五”规划,2012
    [3]中华人民共和国国务院,中国能源发展十二五规划,2012
    [4]新华网,我国又一巨型水电站锦屏一级水电站成功截流,http://news.xinhuanet.com/fortune/2006-12/04/content_5432101.htm,2006-12-04/2012-12-11
    [5]赵永丹,倪跃,走进双江口,中国葛洲坝集团第一工程有限公司,2009-05-06
    [6]孙怀昆,张承覃,建付,古水水电站心墙堆石坝设计研究,云南水力发电,2009,(3):56-59
    [7]龙滩水电站简介,广西新闻网,2009-03-09
    [8]钟登华,刘东海,工程可视化辅助设计理论方法与应用,北京:中国水利水电出版社,2004
    [9]孙锡衡,齐东海,水利水电工程施工计算机模拟与程序设计,北京:中国水利电力出版社,1997
    [10] Pillai A S, Tiwari A K, Enhanced PERT for programme analysis, control andevaluation: PACE, International Journal of Project Management,1995,13(1):39-43
    [11] Kim K, Jesús M, de la Garza, Critical Path Method with Multiple Calenders,Journal of Construction Engineering and Management, ASCE,2005,131(3):330-342
    [12] Lee H S, Ryu H G, Yu J H, et al, Method for Calculating Schedule DelayConsidering Lost Productivitis, Journal of Construction Engineering andManagement, ASCE,2005,131(11):1147-1154
    [13] Wilde E, Engineering project control, Project Management,1995(12):279-283
    [14] Danny J J, A spreadsheet method for calculating work completion timeprobability distributions of paced or linked assembly lines, International Journalof Production Research,2002,40(5):1131-1153.
    [15]李忠,网络计划的工期优化与进度控制分析:[硕士学位论文],大连;大连理工大学,2005
    [16]王世峰,网络计划技术及其在水电工程施工进度控制方面的应用:[硕士学位论文],武汉;华中科技大学,2005
    [17]宋敏,安玉华,工程项目进度控制管理中实际进度与计划进度比较方法的改进,吉林建筑工程学院学报,2003,20(3):37-39
    [18]路铁军,刘宝贵,工程项目施工进度动态控制,石家庄铁道学院学报,2003,16(7):155-157
    [19] Jurecha W., and Widmann R., Optimization of dam concreting by cable-cranes,11th International Congress on Large Dams, Vol. III,1973:43-49
    [20] D. W. Halpin, An investigation of the use of simulation networks for modelingconstruction operations[PhD thesis], Illinois; University of Illinois,1973
    [21] Halpin Daniel W., Ronald W. Woodhea, Design of Construction and ProcessOperation. John Wiley and Sons, INC., New York,1976
    [22] Halpin D. W., CYCLONE-method for modeling job site processes, Journal ofConstruction Engineering and Management, ASCE,1977,103(3):489-499
    [23] Kavanagh D. P., SIREN: A repetitive construction simulation model, J. Constr.Eng. Manage.,1985,111(3),308–323
    [24] Odeh A. M., CIPROS: Knowledge-based construction intergrated project andprocess planning simulation system[PhD dissertation], Michigan; Univ. ofMichigan,1992
    [25] Martinez J. C., STROBOSCOPE: State and resource based simulation ofconstruction processes[PhD dissertation], Michigan; Univ. of Michigan,1996
    [26] Hajjar D., AbouRizk S. M., Unified modeling methodology for constructionsimulation, J. Constr. Eng. Manage.,2002,128(2):174–185
    [27] Mohamed Y., AbouRizk S. M., Simulation made easy and effective, Proceedingsof Annual Conference, Canadian Society for Civil Engineering, Montreal,2001
    [28] Chua D. K. H., RISim: resource-interacted simulation modeling in construction.Journal of Construction Engineering and Management, ASCE,2002,128(3):195-202
    [29] Kim K., Garza J. M., Evaluation of resource-constrained critical path methodalgorithms, Journal of Construction Engineering and Management, ASCE,2005,131(5):522-532
    [30] Kandil A., EI-Rayes K., Parallel computing framework for optimizingconstruction planning in large-scale projects, Journal of Computing in CivilEngineering, ASCE,2005,19(3):304-312
    [31] Ahuja V, Thiruvengadam V, Project scheduling and monitoring: current researchstatus, Construction Innovation: Information, Process, Management,2004,4(1):19~31
    [32] Lee D E, Yi C Y, Lim T K, Integrated simulation system for constructionoperation and project scheduling, J Comput Civ Engrg,2010,24(6):557~569
    [33] Fritz G, Gert Z, Ott M, Simulation-based analysis of disturbances in constructionoperations, Proceedings IGLC-15,2007,571~579
    [34] Castro S, Dawood N, Roadsim: simulation modeling and visualization in roadconstruction, Proceedings of the congress, ASCE,2005,33~42
    [35] Song L G, Cooper C, Lee S H, Real-time simulation for look-ahead schedulingof heavy construction projects, Conference Proceeding, ASCE,2009,1318~1327
    [36] Poku S E, Arditi D, Construction scheduling and progress control usinggeographical information systems, J Comput Civ Engrg,2006,20(5):351~360
    [37] Yoshimura Y, Tsubokura T, Ohsato A, Progress control method using theknowledge of skilled manager on construction stage in plant construction,Proceedings of the ASCE International Conference,2005,1~12
    [38] Sukumaran P, Bayraktar M E, Hong T et al, Model for analysis of factorsaffecting construction schedule in highway work zones, J Trans Eng,2006,132(6):508~517
    [39]朱光熙,徐世志,缆机浇筑混凝土坝的计算机模拟技术研究,水利学报,1985,(9):62~71
    [40]朱光熙,二滩水电站双曲拱坝混凝土浇注的计算机模拟,系统工程理论与实践,1985,5(3):25~32
    [41]吴庆鸣,唐秋鸿,陈东等,三维动画在混凝土施工仿真中的应用,中国农村水利水电,1999,(10):38-40
    [42]杨学红,胡志根,基于Petri网隧洞施工过程的系统建模,水电能源科学,2001,19(4):33-36
    [43]翁永红,谢红忠,水工混凝土工程施工实时动态仿真,人民长江,2001,32(10):20~22
    [44]余列强,地下洞室群交通运输系统建模与仿真:[硕士学位论文],武汉;武汉大学,2005
    [45]董标,向弘,李仕奇,大型水利水电工程施工仿真技术研究与应用,水利发电,2006,32(11):88-91
    [46]罗伟,刘全,胡志根,基于工序排队的RCC坝施工Petri网耦合模型仿真,系统仿真学报,2009,21(19):6281-6283
    [47]钟登华,练继亮,吴康新等,高混凝土坝施工仿真与实时控制,北京:中国水利水电出版社,2008
    [48] Zhong Denghua, Li Jingru, Zhu Huirong et al., Geographic informationsystem-based visual simulation methodology and its application in concrete damconstruction processes, J Constr Eng Manage, ASCE,2004,130(5):742-750
    [49]吴康新,凝土高拱坝施工动态仿真与实施控制研究:[博士学位论文],天津;天津大学,2008
    [50]钟登华,练继亮,大坝仿真计算中机械浇筑强度分析与优化研究,水利水电技术,2003,34(7):47~57
    [51]佟大威,水电工程施工进度与质量实时控制研究:[博士学位论文],天津;天津大学,2009
    [52]钟登华,吴康新,任炳昱,面向对象的高拱坝施工全过程动态仿真,天津大学学报,2007,40(8):976~982
    [53]钟登华,刘东海,郑家祥,基于GIS的混凝土坝施工三维动态可视化仿真研究,系统工程理论与实践,2003,5(5):125~130
    [54] Zeljko M. Torbica, Robert C. Stroh, Impact of Total Quality Management onHome-Buyer Satisfaction, Journal of Construction Engineering and Management,1999,125(3):198-203
    [55]马林,全面质量管理,北京:中国科学技术出版社,2006
    [56]刘广第,质量管理学,北京:清华大学出版社,1996
    [57]何文熙,建筑防水工程质量管理与控制研究:[硕士学位论文],天津;天津大学,2008
    [58]王大利,水利水电工程建设项目管理,北京:中国水利水电出版社,2004
    [59]宋天田,地铁盾构隧道的PDCA质量管理,现代隧道技术,2010,47(2):24~28
    [60]常金玲,基于PDCA的信息系统全面质量管理模型,情报科学,2006,24(4):584~587
    [61] Sokovic Mirko, Quality improvement-PDCA cycle vs. DMAIC and DFSS,Strojniski Vestnik,2007,53(6):369~378
    [62] J. M.朱兰,朱兰论质量策划-产品与服务质量策划的新步骤,北京:清华大学出版社,1999
    [63] J. M.朱兰,朱兰质量手册,北京:中国人民大学出版社,2003
    [64] Mireille G B, QUALICON: Computer-based system for construction qualitymanagement, J Constr Eng Manage,2002,128(2):164~173
    [65]林志航,计算机辅助质量系统,北京:机械工业出版社,1997
    [66] Vivian W Y, Khoa N, Hoang N, Using gaussian and hyperbolic distributions forquality improvement in construction: case study approach, J Constr Eng Manage,2008,134(7):555~561
    [67] Souraj S, Juan A, Abdur R, Six sigma and total quality management (TQM):similarities, differences and relationship, International Journal of Six Sigma andCompetitive Advantage,2009,5(3):237~250
    [68] Sokovic M, Pavletic D, Krulcic E, Six sigma process improvements inautomotive parts production, Journal of achievements in materials andmanufacturing engineering,2006,19(1):96~102
    [69]孙荃,ISO9000在质量管理中的应用,广州:广东人民出版社,1996
    [70]姚升平,ZIS公司ISO9000的实施:[硕士学位论文],北京;清华大学,2004
    [71]张玉齐,混凝土坝施工质量管理控制评价系统,四川水力发电,1990,(1):8
    [72]聂义民,运用微机对混凝土施工质量进行动态控制,建设监理,1997,(1):40-41
    [73]谭彬,水电建设中业主负责制的施工质量控制方式,工程质量,2007,(10):22-25
    [74]李新远,工程施工质量管理的研究:[硕士学位论文],成都;西南交通大学,2008
    [75]何颖,人工神经网络在建筑工程施工质量管理中的应用研究:[硕士学位论文],南京;南京理工大学,2010
    [76]姚刚,郭平,林岚,建筑工程项目施工质量控制系统,重庆大学学报,2003,26(2):51~55
    [77]朱伯芳,混凝土坝的数字监控,水利水电技术,2008,39(2):15~18
    [78]朱伯芳,张国新,许平等,混凝土高坝施工期温度与应力控制决策支持系统,水利学报,2008,39(1):1~6
    [79]朱伯芳,张超然,高拱坝结构安全关键技术研究,北京:中国水利水电出版社,2010
    [80]陈维伟,用数理统计方法控制现场性混凝土施工质量,建筑技术,1981,(Z1):125-128.
    [81]王培恒,王明昌,控制图在公路施工质量管理中的应用,华东公路,1997,(4):68-71
    [82]薛自力,梁元宇,陈德汉,数理统计在施工质量控制中的应用,黑龙江水专学报,2005,32(2):129-131
    [83] Derks H., Religion, capitalism and the rise of double-entry bookkeeping,Accounting, Business&Financial History,2008,18(2):187-213.
    [84] Antonelli V, Boyns T, Cerbioni F, The Development of Accounting in Europe inthe Era of Scientific Management: the Italian Engineering Conglomerate,Ansaldo,1918-1940, Accounting Historians Journal,2008,35(1):49-81
    [85] Mclean T, Tyson T, Standard Costs, Standard Costing and the Introduction ofScientific Management and New Technology into the Post-Second World WarSunderland Shipbuilding Industry, Accounting, Business&Financial History,2006,16(3):389-417
    [86] Matthews M, Boyns T, Edwards J R., Chandlerian Image or Mirror Image?Managerial and Accounting Control in the Chemical Industry: The Case ofAlbright&Wilson, c.1892to c.1923, Business History,2003,45(4):24-52.
    [87] Robson N, Adapting not Adopting:1958-74, Accounting and Managerial'Reform'in the Early NHS, Accounting, Business&Financial History,2007,17(3):445-467
    [88] Fleischman R K, Boyns T, Tyson T N, The Search for Standard Costing in theUnitedStates and Britain, Abacus,2008,44(4):341-376.
    [89] Ritzwoller D. P. et al., Creating standard cost measures across integrated healthcaredelivery systems, Journal of the National Cancer Institute,2005,97:80-87
    [90] Berry A J., Emerging themes in management control: A review of recentliterature, British Accounting Review,2009,41(1):2-20
    [91] Cokins G., Activity-based Cost Management: An Executive's Guide, Wiley,2007
    [92] Kaplan R S, Cooper R., Cost&Effect: Using Integrated Cost Systems to DriveProfitability and Performance, Beijing: China Renmin University Press Co. LTD,2006
    [93] Tardivo G, Di Montezemolo, Cordero G., Using Activity Based Management toAchieve Excellence, Journal of Financial Management&Analysis,2009,22(1):67-84
    [94] Roztocki N, Schultz S M, Adoption and Implementation of Activity-BasedCosting:A Web-based Survey,2008.
    [95]程丽,黄承锋,基于定额思想的物流标准成本制定方法探讨,重庆交通大学学报(社会科学版),2011(2):25-27
    [96]姚庆芳,林琳,谈工程项目成本控制,煤炭经济研究,2002,(8):36
    [97]肖芳林,浅议施工项目质量成本控制,经济师,2002,(2):280-281
    [98]么立君,工程项目的成本控制,经济论坛,2003,(6):23-25
    [99]郑鸣镝,论工程项目在施工阶段的成本控制,煤炭经济研究,2004,(6):46-47
    [100]李锋,杨萍,施工企业成本控制方法研究和存在的问题,四川建筑,2006,26(1):151-152
    [101]罗建华,谭海彦,刘建英,工程施工成本预测与控制方法研究,人民长江,2006,37(11):36-37
    [102]徐剑,施工成本控制方法研究,商业经济,2010,(8):66-67
    [103]李寿生,任树奎,现代安全理念和创新实践,北京:经济科学出版社,2006:5-6
    [104]罗云,风险分析与安全评价,北京:化学工业出版社,2009:181-191
    [105] Blackwood E B, Carnes W E., The safety envelope:managing the safety culture,1992IEEE Fifth Conference,1992:471-473
    [106] Jannadi Mo, Factors affecting the Safety of the construction Industry, BuildResearch and Information,1996,24(2):108-112
    [107] LarsHarms Ringdahl, Relationships between accident investigations, riskanalysis and safety management, Journal of HazardousM aterials,2004(111):13-19
    [108]张明丽,建筑施工安全管理及预警研究:[硕士学位论文],西安;西安建筑科技大学,2011
    [109]况明胜,水电工程施工安全的大系统分析与控制,水利水电施工,2008(3):87-89
    [110]郑霞忠,水利水电工程施工安全管理与安全控制,水电能源科学,2010,28(10):103-104
    [111]王双起,耦合安全指标的黄登碾压混凝土坝施工多方案仿真分析:[硕士学位论文],天津;天津大学,2010
    [112]黎艳珍,建筑工程施工安全控制的多层次灰色综合评价,工业安全与环保,2009,35(2):52-54
    [113]柳锋,建筑工程施工安全控制方法研究,华北科技学院学报,2005,2(1):55-59
    [114]刘凯,联营体在水电站工程施工中的安全控制,华章,2011,(21):331
    [115] E. P. Jones, B. E. Launder. The Predietion of Laminarization with Two EquationMdoel of Turbulence. International Jounral of Heat and Mass Transfer,1972,15:574-580
    [116] B E Launder, D. B. Spalding. The numerical computation of turbulent flwos.ComPuter Methods Appl. Meth. Eng,1974,3:269-289
    [117]野村豪等,室内空気分布的数值解法研究.MAc法にょぬ.元数值解析,日本建筑学会论文集,1975,(5):31-37
    [118]加腾信介,數值流體力學CFDのへの环境应用,空気調和衛生工學,1997,6-11
    [119]吉川章,山口克人,室内气流办数值解析その2,空気調和衛生,1988,48(10):15-19
    [120] Likar J., Cadez J. Ventilation design of enclosed underground structures,Tunnelling and Underground Space Technology,2000,15(4):477~480
    [121] M.T.Parra, J.M.Villafruela, F.Castro. Numerical and experimental analysis ofdifferent ventilation systems in deep mines, Building and Enviroment,2006,41(2):87-93
    [122] J.Mourech, D.Flick. Airflow characteristics within a slot-ventilated enclosure,International Journal of Heat and Fluid Flow,2005,26:12~24
    [123] Nakayama, In-situ measurement and simulation by CFD of methane gasdistribution at a heading faces, Shigen-to-Sozai,1998,114(11):769-775
    [124] S.Laslandes, C.Sacé. Transport of particles by a turbulent flow around anobstacle-a numerical and a wind tunnel approach[J]. Journal of WindEngineering and Industrial Aerodynamics,1998,74-76,577~587
    [125] R. Klemens, P. Kosinski, P. Wolanski.et al. Numerical study of dust lifting in achannel with vertical obstacles, Journal of Loss Prevention in the ProcessIndustries,2001,14(6):469~473
    [126]陈在康,庄达民,气流流动数值解及其在通风空调中的应用,湖南大学学报,1988,15(1):58-65
    [127]汤广发,吕文瑚,王汉青,室内气流数值计算及模型试验,长沙:湖南大学出版社,1989
    [128]王汉青,汤广发,陈在康,三维湍流室内气流数值解,空气动力学报,1988,6(4):506-511
    [129]赵艳亮,卢文波,孙晓勇,水电工程大型地下洞室群施工通风系统数值计算,水力发电学报,2007,26(2):108-113
    [130]叶敏敏,李艳玲,莫政宇等,大型地下洞室群施工通风的三维数值模拟,中国农村水利水电,2010,(4):94-97
    [131]李艳玲,尹强,莫政宇,基于动态仿真和数值模拟的向家坝地下洞室群施工通风方案优化,四川大学学报(工程科学版),2010,42(4):1-6
    [132]马德萍,李艳玲,莫政宇等,向家坝地下洞室群施工通风效果三维数值模拟,2011,42(1):29-32
    [133]杨胜来,黄元平,综采工作面粉尘浓度分布的数值解法,中国安全科学学报,1996,6(增刊):64~68
    [134]杨胜来,综采工作面粉尘运移和粉尘浓度三维分布的数值模拟研究,中国安全科学学报,2001,11(4):61-64
    [135]刘毅,蒋仲安,蔡卫等,综采工作面粉尘浓度分布的现场实测与数值模拟,煤炭科学技术,2006,34(4):80~82
    [136]王晓珍,蒋仲安,刘毅,抽出式通风煤巷掘进面过程中粉尘浓度分布规律的数值模拟,中国安全生产科学技术,2006,2(5):24~28
    [137]张静,引水隧洞施工通风模拟分析与施工方案优化研究:[博士学问论文],天津;天津大学,2007
    [138]王晓玲,陈红超,刘雪朋等,引水隧洞独头掘进工作面风流组织与CO扩散的模拟,水利学报,2008,39(1):121~127
    [139]王晓玲,陈红超,杨丽丽,新疆八十一大阪引水隧洞TBM施工通风模拟研究,第三届全国水力学与水利信息学学术大会,南京,2007
    [140] Wang Xiao-ling, Liu Xuepeng, Luan Chuang et al,3D simulation on COdiffusion in the underground powerhouse construction,2nd InternationalConference on Bioinformatics and Biomedical Engineering, ICBBE,2008
    [141] Rwelamila P. D., Hall K., Total systems intervention:an integrated approach totime, cost and quality management, Constr Manage Econ,1995,13:235-241
    [142] Mckim R, Hegazy T, Attalla M, Project Performance Control in ReconstructionProjects, Journal of Construction Engineering and Management,2000,126(2):137-141
    [143] Atkinson, Roger, Project Management: Cost, Time and Quality, Two BestGuesses and A Phenomenon, Its Time to Accept other Suecess Criteria,International Journal of Project Management,1999,17(6):337-342
    [144] Gardiner, Paul D, Stewart et al., Revisiting the GoldenTriangle of Cost, Timeand Quality: The Role of NPV in Project Control, Success and Failure,International Journal of Project Management,2000,18(4):251-256
    [145]蒋同锐,正确处理质量、进度、成本之间的关系,城建档案研究,1999,(4):35
    [146]李树海,在项目管理中如何协调质量、进度、成本的关系,内蒙古科技与经济,2003,(3):66-67
    [147]张利荣,郑健华,工程项目SQPB的辩证关系,项目管理技术,2007,(2):61-62.
    [148]唐平康,质量、进度、成本联合管理研究,国外建材科技,2003,23(4):114-117
    [149]岳振国,浅谈项目管理中质量、进度、成本的协调,内蒙古科技与经济,2004,(22):44-45
    [150]徐洪刚,胡鹏飞,工程项目成本、进度、质量集成控制的研究,科技管理研究,2006,(3):132-133
    [151]邹燕,肖璐,工程项目关键控制环节分析:基于成本、工程进度和质量的维度,财会月刊,2010,(8):42-44
    [152]尹文才,论施工进度、质量与成本控制的协调,河南建材,2010,(4):141
    [153]孙仲彬,浅论水利工程进度、质量与安全管理,中国外资,2011,(6):106-107
    [154]李维芳,浅析EPC工程总承包的成本、进度及质量控制,安徽建筑,2012,(5):186-194
    [155]李珍园,胡顾龄,施工项目管理中质量、成本、安全与进度管理,物流工程与管理,2012,34(2):105-107
    [156] Crowston W., Thompson G. L., A method for simultaneous planning sehedulingand conrrol of projects, Oper. Res.,1967,15(3):407-426
    [157] Adriana V., Ordonez Oliveros, Aminah Robinson Fayek, Fuzzy Logic Approachfor Activity Delay Analysis and Sehedule Updating, Journal of ConstructionEngineering and Management,2005,131(l):42-51
    [158] Gusack, An alternative integer linear programming model based on points ofbreakthrough on the time/cost curve, International Journal of ProjectManagement,1995,13(3):118-211
    [159] Babu A. J. G, Nalina Suresh, Project management with time, cost and qualityconsideration, European Journal of Operational Research,1996,88(2):320-327
    [160] John Moussourakis, Cengiz Haksever, Flexible Model for Time/Cost Trade offproblem, Journal of Construction Engineering and Management,2004,30(3):307-314
    [161]刘尔烈,张艳海,建筑施工项目进度、成本和质量目标的综合优化,天津理工学院学报,2001,17(2):90-93
    [162]姚金星,明燕,工期成本优化的混合整数规划模型,江汉石油学院学报,2002,24(3):98-100
    [163]胡长明等,大型冶金建设项目进度控制及其应用,施工技术,2005,34(2):58-61
    [164]张静文,徐渝,何正文,多模式资源约束型折现流时间-费用权衡项目进度,系统工程,2005.23(5):17-21
    [165]王健,刘尔烈,骆刚,工程项目管理中工期-成本-质量综合均衡优化,系统工程学报,2004,19(2):148-153
    [166]陈耀明,工程建设项目多目标综合优化研究,中国管理科学,2004,12:173-176.
    [167]杨耀红,汪应洛,王能民,工程项目工期成本质量模糊均衡优化研究,系统工程理论与实践,2006,(7):112-117
    [168]曾强,杨育,王小磊等,大型工程项目任务多目标优化调度方法,计算机工程与应用,2010,(24):55-60
    [169]张清河,王全凤,安全质量费用工期在网络计划中的系统优化研究,数学的实践与认识,2006,36(1):85-89
    [170]胡玉衡,系统论·信息论·控制论原理及其应用,河南:河南人民出版社,1989
    [171]钟登华,刘东海,崔博,高心墙堆石坝碾压质量实时监控技术及应用,中国科学:技术科学,2011,41(8):1027-1034
    [172] Zhang Hong, Tam C.M., Li Heng. Activity object-oriented simulation strategyfor modeling construction operations, J. Comput. Civ. Eng.,2005,19(3):313-322
    [173]赖一飞,水电工程进度控制及其优化方法研究:[博士学位论文],武汉,武汉大学,2001
    [174]吴康新,混凝土高拱坝施工动态仿真与实时控制研究:[博士学位论文],天津,天津大学,2008
    [175]中华人民共和国国家经济贸易委员会,DL/T5128-2001,混凝土面板堆石坝施工规范,北京:科学出版社,1994
    [176]中华人民共和国水利部,SL319-2005,混凝土重力坝设计规范,北京:中国水利水电出版社,2005
    [177]中国水电顾问集团成都勘测设计研究院,锦屏一级水电站大坝工程混凝土温控技术要求(A版),2008
    [178]钟桂良,碾压混凝土坝仓面施工质量实时监控理论与应用:[博士学位论文],天津,天津大学,2011
    [179]徐卫军,李端有,侯建国,分布式光纤测温系统在混凝土温度监测的应用,云南水力发电,2005,21(6):42-46
    [180]宋士通,分布式光纤测温系统的应用,农村电气化,2010,(6):7-8
    [181]黄桂田,龚六堂,张全升,中国物联网发展报告(2011),北京:社会科学文献出版社,2011
    [182]魏长宽,物联网后互联网时代的信息革命,北京:中国经济出版社,2011
    [183]中华人民共和国水利部,SL314-2004,碾压混凝土坝设计规范,北京:中国水利水电出版社,2005
    [184]于永利,朱小冬,张柳,离散事件系统模拟,北京:北京航空航天大学出版社,2003
    [185]郭齐胜,董志明,单家元等,系统仿真,北京:国防工业出版社,2006
    [186]冯允成,邹志红,周泓,离散系统仿真,北京:机械工业出版社,1998
    [187] Hagan M T, Menh M B, Training feed-forward networks with the Marquardtalgorithm. IEEE Transactions on Neural Networks,1994,5(06):989~993
    [188]魏凤英,曹鸿兴,模糊均生函数模型及其应用,气象,1993,19(12):7-11
    [189]魏凤英,曹鸿兴,长期预测的数学模型及其应用,北京:气象出版社,1990
    [190]史道济,张玉环,应用数理统计,天津:天津大学出版社,2008

© 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