高心墙堆石坝耦合施工进度与质量的实时控制研究
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摘要
高心墙堆石坝工程量大、建设工期长,自然条件和施工场地布置复杂,施工技术难度大,质量标准高,施工作业涉及众多环节且受诸多因素影响,给大坝的施工组织管理和实时控制带来很大的难度和风险。如何对高心墙堆石坝施工进度与质量进行实时地分析和动态地调整,通过研究二者之间的制约关系,进行耦合施工进度与质量的实时控制是高心墙堆石坝工程能否实现高标准、高强度连续施工的关键技术问题。本文以高心墙堆石坝施工进度和质量控制目标为对象,以追求二者间的协调为目的,系统、全面地开展高心墙堆石坝耦合施工进度与质量的实时控制研究,取得的主要成果如下:
(1)研究了高心墙堆石坝耦合施工进度与质量的实时控制理论。结合高心墙堆石坝的施工特征,以系统的观点描述了高心墙堆石坝施工过程,构建了高心墙堆石坝耦合施工进度与质量的实时控制指标体系,提出了高心墙堆石坝耦合施工进度与质量的实时控制原理,建立了高心墙堆石坝耦合施工进度与质量的实时控制数学模型,详细分析了模型所受的各种复杂约束条件,并阐述了高心墙堆石坝耦合施工进度与质量的实时控制流程,为该理论在高心墙堆石坝施工实时控制和管理中的应用奠定了理论基础。
(2)提出了基于耦合质量要素施工仿真的高心墙堆石坝施工进度实时控制方法。根据施工质量对高心墙堆石坝施工进度的影响,研究了耦合质量要素的高心墙堆石坝施工仿真机制,提出了耦合质量要素的高心墙堆石坝施工仿真理论与方法,设计了耦合质量要素的施工仿真流程,并研发了相应的系统软件。结合工程实例进行了施工进度仿真计算,验证了模型的可靠性,为高心墙堆石坝施工现场的实时控制工作提供了有效的辅助决策工具和技术支持。
(3)建立了面向填筑单元的高心墙堆石坝施工进度与质量综合量化关系模型。利用该模型对高心墙堆石坝填筑单元的施工效果进行综合评价,可以量化的反映出施工进度与质量之间的复杂关系,有利于决策者找到二者之间的平衡点,为高心墙堆石坝耦合施工进度与质量的实时控制起到了一定的理论指导作用。
(4)提出了建设高心墙堆石坝施工智能控制系统的构想。结合物联网技术提出了高心墙堆石坝施工智能控制系统的建设目标,建立了高心墙堆石坝施工智能控制系统的总体框架结构,设计了高心墙堆石坝施工智能控制系统的功能模块并详细分析了每个模块的建设方案、工作原理和实现的具体功能,为创新高心墙堆石坝施工管理模式提供了新的研究思路。
High core rock-fill dam, with the characteristics of large engineering quantity, long construction period, complicated natural conditions and construction site layout, great technical difficulty and high quality requirement, involves many construction links and is influenced by numerous factors, so that construction management and real-time control is quite difficult. How to perform dynamic analysis and adjustment on schedule and quality to carry out real-time control coupled with construction schedule and quality for the construction process, is the critical problem associated with high-standard, high-intensity continuous construction of high core rock-fill dam. Taking construction schedule and quality of high core rock-fill dam as object, to coordinate the relationship between them, real-time control coupled with construction schedule and quality of high core rock-fill dam is researched. The main contents and achievements are summarized as follows:
(1) The theory of real-time control coupled with construction schedule and quality of high core rock-fill dam is studied. Combining with the construction characteristic of high core rock-fill dam, the construction process is described systematically and the index system for real-time control coupled with construction schedule and quality is established. Based on the system decomposition -coordination coupling analysis, high core rock-fill dam construction real-time control theory is presented. Real-time control mathematical model for high core rock-fill dam construction coupled with schedule and quality is built with constraint conditions analyzed in detail, and the real-time control flow is also presented, which has laid a theoretical foundation of applying the methods to real-time control of high core rock-fill dam construction process.
(2) The method for construction schedule real-time control of high core rock-fill dam is proposed based on construction simulation coupled with quality factors. According to the influence of construction quality on construction schedule of high core rock-fill dam, the simulation mechanism coupled with quality factors is researched, under which the simulation theory and method coupled with quality factors of high core rock-fill dam is put forward, and the simulation flow is designed. On the basis of the above research, the system software of construction simulation coupled with quality factors for high core rock-fill dam is developed. At last, the method is applied to a practical project, and the reliability of the model is proved, which provides an effective aided decision-making tool and technical support for real-time control of high core rock-fill dam construction.
(3) The comprehensive evaluation model coupled with construction schedule and quality oriented to the filling unit for high core rock-fill dam is established. According to the comprehensive evaluation of the filling unit by the model, the complex relationship between construction schedule and quality is quantified, so that the decision maker find the balance point between them easily, which provides a theoretical guidance for real-time control coupled with construction schedule and quality of high core rock-fill dam.
(4) The conception of the high core rock-fill dam construction intelligent control system is put forward. Based on the technology of internet of things, the target of the high core rock-fill dam construction intelligent control system is proposed firstly, then the overall frame structure of the high core rock-fill dam construction intelligent control systems is established, finally the function module of the high core rock-fill dam construction intelligent control system is designed and the construction scheme, working principle and specific function of each function module is analyzed in detail, which provides a new research thinking for innovative management mode of high core rock-fill dam construction.
(1)研究了高心墙堆石坝耦合施工进度与质量的实时控制理论。结合高心墙堆石坝的施工特征,以系统的观点描述了高心墙堆石坝施工过程,构建了高心墙堆石坝耦合施工进度与质量的实时控制指标体系,提出了高心墙堆石坝耦合施工进度与质量的实时控制原理,建立了高心墙堆石坝耦合施工进度与质量的实时控制数学模型,详细分析了模型所受的各种复杂约束条件,并阐述了高心墙堆石坝耦合施工进度与质量的实时控制流程,为该理论在高心墙堆石坝施工实时控制和管理中的应用奠定了理论基础。
(2)提出了基于耦合质量要素施工仿真的高心墙堆石坝施工进度实时控制方法。根据施工质量对高心墙堆石坝施工进度的影响,研究了耦合质量要素的高心墙堆石坝施工仿真机制,提出了耦合质量要素的高心墙堆石坝施工仿真理论与方法,设计了耦合质量要素的施工仿真流程,并研发了相应的系统软件。结合工程实例进行了施工进度仿真计算,验证了模型的可靠性,为高心墙堆石坝施工现场的实时控制工作提供了有效的辅助决策工具和技术支持。
(3)建立了面向填筑单元的高心墙堆石坝施工进度与质量综合量化关系模型。利用该模型对高心墙堆石坝填筑单元的施工效果进行综合评价,可以量化的反映出施工进度与质量之间的复杂关系,有利于决策者找到二者之间的平衡点,为高心墙堆石坝耦合施工进度与质量的实时控制起到了一定的理论指导作用。
(4)提出了建设高心墙堆石坝施工智能控制系统的构想。结合物联网技术提出了高心墙堆石坝施工智能控制系统的建设目标,建立了高心墙堆石坝施工智能控制系统的总体框架结构,设计了高心墙堆石坝施工智能控制系统的功能模块并详细分析了每个模块的建设方案、工作原理和实现的具体功能,为创新高心墙堆石坝施工管理模式提供了新的研究思路。
High core rock-fill dam, with the characteristics of large engineering quantity, long construction period, complicated natural conditions and construction site layout, great technical difficulty and high quality requirement, involves many construction links and is influenced by numerous factors, so that construction management and real-time control is quite difficult. How to perform dynamic analysis and adjustment on schedule and quality to carry out real-time control coupled with construction schedule and quality for the construction process, is the critical problem associated with high-standard, high-intensity continuous construction of high core rock-fill dam. Taking construction schedule and quality of high core rock-fill dam as object, to coordinate the relationship between them, real-time control coupled with construction schedule and quality of high core rock-fill dam is researched. The main contents and achievements are summarized as follows:
(1) The theory of real-time control coupled with construction schedule and quality of high core rock-fill dam is studied. Combining with the construction characteristic of high core rock-fill dam, the construction process is described systematically and the index system for real-time control coupled with construction schedule and quality is established. Based on the system decomposition -coordination coupling analysis, high core rock-fill dam construction real-time control theory is presented. Real-time control mathematical model for high core rock-fill dam construction coupled with schedule and quality is built with constraint conditions analyzed in detail, and the real-time control flow is also presented, which has laid a theoretical foundation of applying the methods to real-time control of high core rock-fill dam construction process.
(2) The method for construction schedule real-time control of high core rock-fill dam is proposed based on construction simulation coupled with quality factors. According to the influence of construction quality on construction schedule of high core rock-fill dam, the simulation mechanism coupled with quality factors is researched, under which the simulation theory and method coupled with quality factors of high core rock-fill dam is put forward, and the simulation flow is designed. On the basis of the above research, the system software of construction simulation coupled with quality factors for high core rock-fill dam is developed. At last, the method is applied to a practical project, and the reliability of the model is proved, which provides an effective aided decision-making tool and technical support for real-time control of high core rock-fill dam construction.
(3) The comprehensive evaluation model coupled with construction schedule and quality oriented to the filling unit for high core rock-fill dam is established. According to the comprehensive evaluation of the filling unit by the model, the complex relationship between construction schedule and quality is quantified, so that the decision maker find the balance point between them easily, which provides a theoretical guidance for real-time control coupled with construction schedule and quality of high core rock-fill dam.
(4) The conception of the high core rock-fill dam construction intelligent control system is put forward. Based on the technology of internet of things, the target of the high core rock-fill dam construction intelligent control system is proposed firstly, then the overall frame structure of the high core rock-fill dam construction intelligent control systems is established, finally the function module of the high core rock-fill dam construction intelligent control system is designed and the construction scheme, working principle and specific function of each function module is analyzed in detail, which provides a new research thinking for innovative management mode of high core rock-fill dam construction.
引文
[1]王柏乐,中国当代土石坝工程,北京:中国水利水电出版社,2004
[2]王柏乐,刘瑛珍,吴鹤鹤,中国土石坝工程建设新进展,水力发电,2005,31(1):63～65
[3]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
[4]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
[5]钟登华,郑家祥,刘东海等,可视化仿真技术及其应用,北京:中国水利水电出版社,2002
[6]练继亮,钟登华,混凝土坝施工仿真多目标评判理论与方法,水力发电学报,2005,94(5):75～79
[7]吴熹,小浪底大坝标工程施工监理实践(上),西北水电,1998,(4):46～51
[8]吴熹,小浪底大坝标工程施工监理实践(下),西北水电,1999,(1):51～55
[9]王振凡,国际承包商在小浪底工程的施工项目管理,水力发电,2002,(5):1～4
[10]谢培忠,鲁布革水电站施工进度浅析,水利水电技术,1990,(5):32～35
[11]周俊,小浪底大坝工程进度控制实践,西北水电,2001,(1),57～60
[12] John W. L., Plant and Procedure Concepts for Rapid Construction of Concrete Dam, Eleventh International Congress on Large Dams, 1973
[13] Boyd C., Paulson, Jr., M, Interactive graphics for simulating construction operation, ASCE J Constr D, 1978, 104(1): 69~76
[14] Halpin D. W., CYCLONE-A method for modeling job site process, ASCE J Constr D,1977, 103(3): 489~499
[15] Liu L.Y, Ioannou P.G., Graphical object-oriented discrete-event simulation system, Proc.Winter Simulation Conf, 1992, 1285~1291
[16] Huang R., Grigoriadis A.M., Halpin D.W., Simulation of cable-stayedbridges using DISCO. Proc., Winter Simulation Conf., IEEE, Piscataway, N.J., 1994, 1130~1136
[17] 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
[18] Fritz G, Gert Z, Ott M, Simulation-based analysis of disturbances in construction operations, Proceedings IGLC-15, 2007, 571~579
[19] Castro S, Dawood N, Roadsim: simulation modeling and visualization in road construction, Proceedings of the congress, ASCE, 2005, 33~42
[20] Song L G, Cooper C, Lee S H, Real-time simulation for look-ahead scheduling of heavy construction projects, Conference Proceeding, ASCE, 2009, 1318~1327
[21] Mohamed Y., AbouRizk S.M, Framework for building intelligent simulation models of construction operations, Journal of Computing in Civil Engineering, ASCE, 2005, 19(3): 277~291
[22] Photios G.Ioannou, Julio Martinez. Animation of complex construction simulation models., roceedings of the Third Congress on Computing in Civil Engineering, ASCE, 1996, 620~626
[23] Martinez, J.C., Ioannou, P.G., General-purpose systems for effective construction simulation, Journal of Construction Engineering and Management, ASCE, 1999, 125(4): 265~276
[24]朱光熙,孙锡衡,龙滩面板堆石坝施工系统仿真研究专题报告,天津大学水资源与港湾工程系,1988
[25]蒋从锋,赵颖辉,水布垭面板坝智能土石方调配系统研究,长江科学院院报,2006,23(6):68～71
[26]刘琼芳,天生桥一级水电站土石方平衡规划与实施,云南水力发电,2001,17 (2):101～104
[27]蔡昌光,胡程顺,洪文等,三板溪面板堆石坝施工仿真与应用研究,施工组织设计,2003,24(3):25～31
[28]别社安,孙锡衡,动态随机循环网络模拟方法及堆石坝体的施工模拟,水利水电技术,1998,12:14～16
[29]程严,周宜红,基于计算机仿真的堆石坝坝面流水施工方案研究,基建优化,2005,26(1):43～46
[30]李家亮,李玉珠等,心墙堆石坝施工仿真系统研究及应用,水力发电,2010,36(1):17～19
[31]许应成,王理,夏国平,基于Web的心墙堆石坝仿真系统建模与应用研究,计算机工程与应用,2010,46(30):199～205
[32]许应成,王理,夏国平,基于Web的堆石坝施工仿真系统设计与实现,系统仿真学报,2011,23(9):1811～1818
[33]李翔,李玉珠,土石坝施工仿真模拟中坝面填筑系统的初步研究,水电站设计,2005,21(4):2～4
[34]李鹏祖,糯扎渡水电站施工可视化仿真及可视化仿真框架构建的初探:[硕士学位论文],天津;天津大学,2007
[35]刘金飞,糯扎渡工程填筑分期分区优化与填筑施工仿真研究:[硕士学位论文],天津;天津大学,2007
[36]申明亮,张春燕,曹林香等,面板堆石坝填筑过程施工动态模拟研究,人民长江,2005,36(4):20～22
[37]董京艳,面板堆石坝施工过程可视化仿真研究:[硕士学位论文],宜昌;三峡大学,2010
[38]董淑芳,降雨对土石坝施工过程影响的计算机模拟研究,山东建筑工程学院学报,1996,11(4):58～61
[39]张春燕,混凝土面板堆石坝坝体填筑施工过程动态模拟研究:[硕士学位论文],武汉;武汉大学,2005
[40]王仁超,土石坝施工过程的计算机模拟,水利水电技术,1990,6:38～42
[41]王仁超,邓银启,高堆石坝填筑施工过程中协调控制计算机仿真建模,天津大学学报,2009,42(3):220～226
[42]郑家祥,殷奎生,高土石坝施工过程计算机模拟,水电站设计,1993,2:70～75
[43]钟登华,胡程顺,张静,高土石坝施工计算机一体化仿真,天津大学学报,2004,37(10):872～877
[44]钟登华,张发瑜等,面向对象的堆石坝施工系统仿真与优化研究,水力发电,2003,33(3):87～89
[45]钟登华,张平,基于实时监控的高心墙堆石坝施工仿真理论与应用,水利水电技术,2009,40(8):103～107
[46]钟登华,胡程顺,张静,高土石坝施工系统可视化仿真与应用研究,水利水电技术,2004,35(12):50～55
[47]钟登华,张静,胡程顺,堆石坝施工组织的计算机辅助设计研究,水力发电,2004,30(9):68～71
[48] Zhong D H, Zhang P, Wu K X, Theory and practice of construction simulation for high rock-fill dam, Sci China Ser E Technol Sci, 2007, 50(1): 51～61
[49]肖新华,基于面向对象方法的堆石坝施工过程仿真研究:[硕士学位论文],武汉;武汉大学,2003
[50]刘珊珊,堆石坝施工实时动态仿真系统研究与开发:[硕士学位论文],武汉;武汉大学,2005
[51]杨毅平,谢培忠,鲁布革堆石坝风化料防渗体施工质量控制,水利水电技术,1988,(9):52～56
[52]谢培忠,鲁布革水电站心墙堆石坝施工特点,水利水电技术,1990,(8):42～44
[53]吴晓铭,薛山丹,刘培等,瀑布沟水电站砾石土心墙堆石坝施工质量控制,水力发电,2010,36(6):60～63
[54]王奇峰,王碧,小浪底大坝反滤料质量控制,西北水电,2000,(1):38～42
[55]王碧,王奇峰,李玉洁,小浪底高土石坝填筑质量控制,西北水电,2001,(1):31～35
[56]黄秋丽,张凡,核子仪在小浪底主坝质量控制中的应用,郑州工业大学学报,2000,21(4):110～112
[57]吴中伟,窦焦,杨世华等,小浪底大坝防渗体填筑质量检测与控制,水利建设与管理,2002,(5):38～40
[58]王碧,王奇峰,周俊,小浪底大坝防渗土料的冬季施工,西北水电,1999,(4):36～39
[59]赵川,刘盛乾,李锡林等,糯扎渡水电站粘土心墙压实度检测方法及控制标准,云南水力发电,2009,25(5):58～61
[60]朱自先,黄宗营,蒙毅,糯扎渡心墙堆石坝填筑施工质量控制,水利水电技术,2010,41(5):18～22
[61] Navon R, Shpatnitsky Y, Field experiments in automated monitoring of road construction, Journal of Construction Engineering and Management,ASCE, 2005, 131(04): 487~493.
[62] R Navon, Y Shpatnitsky, A model for automated monitoring of road construction, Construction Management and Economics, 2005, 23(9): 941~951
[63] Oloufa Amr A., Do Won-seok, Thomas H Randolph, Automated monitoring of compaction using GPS, Proceedings of the 1997 5th ASCE Construction Congress: Managing Engineered Construction in Expanding Global Markets, 1997, 1004~1011
[64] Do Won-Seok, Oloufa Amr A., Thomas H Randolph, Evaluation of global positioning system devices for a quality control system for compaction operations, Transportation Research Record, 1999: 67~74
[65] Oloufa A A, Quality control of asphalt compaction using GPS-based systemarchitecture, Robotics & Automation Magazine, 2002, 9(1): 29~35.
[66] Carlos Z, Vincent D, Philippe B. Advanced Compaction Quality Control. Indiana: School of Civil Engineering, Purdue University, 2006
[67] Mark J T, David J W. Estimating compaction of cohesive soils from machine drive power. J Geotech Geoenviron Eng, 2008, 134(12):1771~1777
[68] David J W, Mark J T. Relationships between in situ and roller-integrated compaction measurements for granular soils. J GeotechGeoenviron Eng, 2008, 134(12): 1763~1770
[69] Michael A M, Robert V R. Field monitoring of roller vibration during compaction of subgrade soil. J Geotech Geoenviron Eng, 2007,133(3): 257~265
[70]黄声享,刘经南,吴晓铭,GPS实时监控系统及其在堆石坝施工中的初步应用,武汉大学学报,2005,30(9):813～816
[71]黄声享,曾怀恩,GPS实时监控系统及其在碾压施工中的应用,测绘工程,2006,15(3):23～25
[72] Huang Shengxiang, Liu Jingnan, Zeng Huai’en. GPS real-time supervisory system and application in the construction of face rockfill dam[J]. Geo - spatial Information Science, 2005,8(4):240~246
[73]吴晓铭,黄声享,水布垭水电站大坝填筑碾压施工质量监控系统,水力发电,2008,34(3):47～50
[74] Zhong D H, Liu D H, Cui B. Real-time compaction quality monitoring of high core rockfill dam. Sci China Tech Sci, 2011, 54(7): 1906～1913
[75] Zhong D H, Cui B, Liu D H,Theoretical research on construction quality real-time monitoring and system integration of core rockfill dam, Sci China Ser E Technol Sci, 2009,52(11), 3406~3412
[76]中华人民共和国行业标准,碾压式土石坝设计规范,DL/T5129-2001,北京:中国电力出版社,2001
[77]冯允成,邹志红,周泓,离散系统仿真,北京:机械工业出版社,1998
[78]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
[79]郭齐胜,董志明,单家元等,系统仿真,北京:国防工业出版社,2006
[80]张发瑜,江坪河面板堆石坝施工系统仿真与优化研究:[硕士学位论文],天津,天津大学,2006
[81]黄劲杉,眭喆，姜学智，基于Microsoft Visio 2002构建仿真图形化建模环境,系统仿真学报,2003,15(4):601～603
[82]张平,基于实时监控的高心墙堆石坝施工仿真与进度控制研究:[博士学位论文],天津,天津大学,2010
[83]胡程顺,高土石坝施工系统仿真与优化研究:[硕士学位论文],天津;天津大学,2002
[84]宋承龄,关于仿真模型验证,计算机仿真,2000,17(4):8～11
[85]赵敏荣,吴晓燕,刘兴堂,复杂仿真系统模型验证方法的研究,系统仿真学报,2003,15(10):1410～1412
[86]刘舒燕,杨克俭,王少梅,系统仿真可信性评估理念与方法,武汉理工大学学报,2002,24(5):98～101
[87]王维平,朱一凡,华雪倩等,仿真模型有效性确认与验证,长沙:国防科技大学出版社,1998
[88]刘新爱,胡晓,王素平等,基于置信区间理论的仿真模型检验方法研究,战术导弹技术,2010,(6):107～112
[89]候俊杰著,深入浅出MFC(第二版),华中科技大学出版社,2001
[90]求是科技编著,Visual C++数据库通用模块及典型系统开发实例导航,人民邮电出版社,2006
[91]刘金龙,高兆法等,Visual C++ 6.0类参考详解,清华大学出版社,1999
[92]杨晓莉,混合多属性决策理论方法与应用研究:[硕士学位论文],武汉;华中师范大学,2007
[93]崔博,心墙堆石坝施工质量实时监控系统集成理论与应用:[博士学位论文],天津;天津大学,2010
[94]天津大学水利水电工程系,糯扎渡水电站心墙堆石坝建设质量监控与工程研究报告,2009
[95] Thomas L. Saaty, Decision making with the analytic hierarchy process, International Journal of Services Sciences, 2008, 1(1): 83~98
[96] Luis G. Vargas, An overview of the analytic hierarchy process and its applications, European Journal of Operational Research, 1990, 48(1): 2~8
[97] Patrick T. Harker, Luis G. Vargas, The theory of ratio scale estimation: Saaty's analytic hierarchy process, Management Science, 1987, 33(11): 1383~1403
[98] Thomas L. Saaty, The analytical hierarchy process, New York: McGraw-Hill, 1980
[99] T. L. Saaty, The Analytic Hierarchy Process, New York: McGraw-Hill, 1980
[100]孔峰,刘鸿雁,AHP综合排序算法分析及其改进,哈尔滨工业大学学报,2009,41(4):260～263
[101]王健,工程项目管理中工期-成本-质量综合均衡优化分析:[硕士学位论文],天津大学,2002
[102]朱佳俊,郑建国,基于熵的模糊TOPSIS方法在创意项目投资决策中的应用,中国管理信息化报,2008,11(5):89～91
[103] C. T. Chela, Extensions of the TOPSIS for Group Decision-making under Fuzzy Environment, Fuzzy Sets and System, 2000, 114(1): 1~9
[104]杨玉中,张强,吴立云,基于熵权的TOPSIS供应商选择方法,北京理工大学学报,2006,26(1):31～35
[105]余建星,谭振东,基于组合赋权及TOPSIS的绩效定量评价研究,系统工程理论与实践,2005,(11):46～50
[106] Serafim Opricovic, Gwo-Hshiung Tzeng, Compromise solution by MCD Mmethods: A comparative analysis of VIKOR and TOPSIS, European Journal of Operational Research, 2004, 156 (2): 445~455
[107]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
[108]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
[109]陈海滢,刘昭等,物联网应用启示录-行业分析与案例实践,北京:机械工业出版社,2011
[2]王柏乐,刘瑛珍,吴鹤鹤,中国土石坝工程建设新进展,水力发电,2005,31(1):63～65
[3]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
[4]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
[5]钟登华,郑家祥,刘东海等,可视化仿真技术及其应用,北京:中国水利水电出版社,2002
[6]练继亮,钟登华,混凝土坝施工仿真多目标评判理论与方法,水力发电学报,2005,94(5):75～79
[7]吴熹,小浪底大坝标工程施工监理实践(上),西北水电,1998,(4):46～51
[8]吴熹,小浪底大坝标工程施工监理实践(下),西北水电,1999,(1):51～55
[9]王振凡,国际承包商在小浪底工程的施工项目管理,水力发电,2002,(5):1～4
[10]谢培忠,鲁布革水电站施工进度浅析,水利水电技术,1990,(5):32～35
[11]周俊,小浪底大坝工程进度控制实践,西北水电,2001,(1),57～60
[12] John W. L., Plant and Procedure Concepts for Rapid Construction of Concrete Dam, Eleventh International Congress on Large Dams, 1973
[13] Boyd C., Paulson, Jr., M, Interactive graphics for simulating construction operation, ASCE J Constr D, 1978, 104(1): 69~76
[14] Halpin D. W., CYCLONE-A method for modeling job site process, ASCE J Constr D,1977, 103(3): 489~499
[15] Liu L.Y, Ioannou P.G., Graphical object-oriented discrete-event simulation system, Proc.Winter Simulation Conf, 1992, 1285~1291
[16] Huang R., Grigoriadis A.M., Halpin D.W., Simulation of cable-stayedbridges using DISCO. Proc., Winter Simulation Conf., IEEE, Piscataway, N.J., 1994, 1130~1136
[17] 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
[18] Fritz G, Gert Z, Ott M, Simulation-based analysis of disturbances in construction operations, Proceedings IGLC-15, 2007, 571~579
[19] Castro S, Dawood N, Roadsim: simulation modeling and visualization in road construction, Proceedings of the congress, ASCE, 2005, 33~42
[20] Song L G, Cooper C, Lee S H, Real-time simulation for look-ahead scheduling of heavy construction projects, Conference Proceeding, ASCE, 2009, 1318~1327
[21] Mohamed Y., AbouRizk S.M, Framework for building intelligent simulation models of construction operations, Journal of Computing in Civil Engineering, ASCE, 2005, 19(3): 277~291
[22] Photios G.Ioannou, Julio Martinez. Animation of complex construction simulation models., roceedings of the Third Congress on Computing in Civil Engineering, ASCE, 1996, 620~626
[23] Martinez, J.C., Ioannou, P.G., General-purpose systems for effective construction simulation, Journal of Construction Engineering and Management, ASCE, 1999, 125(4): 265~276
[24]朱光熙,孙锡衡,龙滩面板堆石坝施工系统仿真研究专题报告,天津大学水资源与港湾工程系,1988
[25]蒋从锋,赵颖辉,水布垭面板坝智能土石方调配系统研究,长江科学院院报,2006,23(6):68～71
[26]刘琼芳,天生桥一级水电站土石方平衡规划与实施,云南水力发电,2001,17 (2):101～104
[27]蔡昌光,胡程顺,洪文等,三板溪面板堆石坝施工仿真与应用研究,施工组织设计,2003,24(3):25～31
[28]别社安,孙锡衡,动态随机循环网络模拟方法及堆石坝体的施工模拟,水利水电技术,1998,12:14～16
[29]程严,周宜红,基于计算机仿真的堆石坝坝面流水施工方案研究,基建优化,2005,26(1):43～46
[30]李家亮,李玉珠等,心墙堆石坝施工仿真系统研究及应用,水力发电,2010,36(1):17～19
[31]许应成,王理,夏国平,基于Web的心墙堆石坝仿真系统建模与应用研究,计算机工程与应用,2010,46(30):199～205
[32]许应成,王理,夏国平,基于Web的堆石坝施工仿真系统设计与实现,系统仿真学报,2011,23(9):1811～1818
[33]李翔,李玉珠,土石坝施工仿真模拟中坝面填筑系统的初步研究,水电站设计,2005,21(4):2～4
[34]李鹏祖,糯扎渡水电站施工可视化仿真及可视化仿真框架构建的初探:[硕士学位论文],天津;天津大学,2007
[35]刘金飞,糯扎渡工程填筑分期分区优化与填筑施工仿真研究:[硕士学位论文],天津;天津大学,2007
[36]申明亮,张春燕,曹林香等,面板堆石坝填筑过程施工动态模拟研究,人民长江,2005,36(4):20～22
[37]董京艳,面板堆石坝施工过程可视化仿真研究:[硕士学位论文],宜昌;三峡大学,2010
[38]董淑芳,降雨对土石坝施工过程影响的计算机模拟研究,山东建筑工程学院学报,1996,11(4):58～61
[39]张春燕,混凝土面板堆石坝坝体填筑施工过程动态模拟研究:[硕士学位论文],武汉;武汉大学,2005
[40]王仁超,土石坝施工过程的计算机模拟,水利水电技术,1990,6:38～42
[41]王仁超,邓银启,高堆石坝填筑施工过程中协调控制计算机仿真建模,天津大学学报,2009,42(3):220～226
[42]郑家祥,殷奎生,高土石坝施工过程计算机模拟,水电站设计,1993,2:70～75
[43]钟登华,胡程顺,张静,高土石坝施工计算机一体化仿真,天津大学学报,2004,37(10):872～877
[44]钟登华,张发瑜等,面向对象的堆石坝施工系统仿真与优化研究,水力发电,2003,33(3):87～89
[45]钟登华,张平,基于实时监控的高心墙堆石坝施工仿真理论与应用,水利水电技术,2009,40(8):103～107
[46]钟登华,胡程顺,张静,高土石坝施工系统可视化仿真与应用研究,水利水电技术,2004,35(12):50～55
[47]钟登华,张静,胡程顺,堆石坝施工组织的计算机辅助设计研究,水力发电,2004,30(9):68～71
[48] Zhong D H, Zhang P, Wu K X, Theory and practice of construction simulation for high rock-fill dam, Sci China Ser E Technol Sci, 2007, 50(1): 51～61
[49]肖新华,基于面向对象方法的堆石坝施工过程仿真研究:[硕士学位论文],武汉;武汉大学,2003
[50]刘珊珊,堆石坝施工实时动态仿真系统研究与开发:[硕士学位论文],武汉;武汉大学,2005
[51]杨毅平,谢培忠,鲁布革堆石坝风化料防渗体施工质量控制,水利水电技术,1988,(9):52～56
[52]谢培忠,鲁布革水电站心墙堆石坝施工特点,水利水电技术,1990,(8):42～44
[53]吴晓铭,薛山丹,刘培等,瀑布沟水电站砾石土心墙堆石坝施工质量控制,水力发电,2010,36(6):60～63
[54]王奇峰,王碧,小浪底大坝反滤料质量控制,西北水电,2000,(1):38～42
[55]王碧,王奇峰,李玉洁,小浪底高土石坝填筑质量控制,西北水电,2001,(1):31～35
[56]黄秋丽,张凡,核子仪在小浪底主坝质量控制中的应用,郑州工业大学学报,2000,21(4):110～112
[57]吴中伟,窦焦,杨世华等,小浪底大坝防渗体填筑质量检测与控制,水利建设与管理,2002,(5):38～40
[58]王碧,王奇峰,周俊,小浪底大坝防渗土料的冬季施工,西北水电,1999,(4):36～39
[59]赵川,刘盛乾,李锡林等,糯扎渡水电站粘土心墙压实度检测方法及控制标准,云南水力发电,2009,25(5):58～61
[60]朱自先,黄宗营,蒙毅,糯扎渡心墙堆石坝填筑施工质量控制,水利水电技术,2010,41(5):18～22
[61] Navon R, Shpatnitsky Y, Field experiments in automated monitoring of road construction, Journal of Construction Engineering and Management,ASCE, 2005, 131(04): 487~493.
[62] R Navon, Y Shpatnitsky, A model for automated monitoring of road construction, Construction Management and Economics, 2005, 23(9): 941~951
[63] Oloufa Amr A., Do Won-seok, Thomas H Randolph, Automated monitoring of compaction using GPS, Proceedings of the 1997 5th ASCE Construction Congress: Managing Engineered Construction in Expanding Global Markets, 1997, 1004~1011
[64] Do Won-Seok, Oloufa Amr A., Thomas H Randolph, Evaluation of global positioning system devices for a quality control system for compaction operations, Transportation Research Record, 1999: 67~74
[65] Oloufa A A, Quality control of asphalt compaction using GPS-based systemarchitecture, Robotics & Automation Magazine, 2002, 9(1): 29~35.
[66] Carlos Z, Vincent D, Philippe B. Advanced Compaction Quality Control. Indiana: School of Civil Engineering, Purdue University, 2006
[67] Mark J T, David J W. Estimating compaction of cohesive soils from machine drive power. J Geotech Geoenviron Eng, 2008, 134(12):1771~1777
[68] David J W, Mark J T. Relationships between in situ and roller-integrated compaction measurements for granular soils. J GeotechGeoenviron Eng, 2008, 134(12): 1763~1770
[69] Michael A M, Robert V R. Field monitoring of roller vibration during compaction of subgrade soil. J Geotech Geoenviron Eng, 2007,133(3): 257~265
[70]黄声享,刘经南,吴晓铭,GPS实时监控系统及其在堆石坝施工中的初步应用,武汉大学学报,2005,30(9):813～816
[71]黄声享,曾怀恩,GPS实时监控系统及其在碾压施工中的应用,测绘工程,2006,15(3):23～25
[72] Huang Shengxiang, Liu Jingnan, Zeng Huai’en. GPS real-time supervisory system and application in the construction of face rockfill dam[J]. Geo - spatial Information Science, 2005,8(4):240~246
[73]吴晓铭,黄声享,水布垭水电站大坝填筑碾压施工质量监控系统,水力发电,2008,34(3):47～50
[74] Zhong D H, Liu D H, Cui B. Real-time compaction quality monitoring of high core rockfill dam. Sci China Tech Sci, 2011, 54(7): 1906～1913
[75] Zhong D H, Cui B, Liu D H,Theoretical research on construction quality real-time monitoring and system integration of core rockfill dam, Sci China Ser E Technol Sci, 2009,52(11), 3406~3412
[76]中华人民共和国行业标准,碾压式土石坝设计规范,DL/T5129-2001,北京:中国电力出版社,2001
[77]冯允成,邹志红,周泓,离散系统仿真,北京:机械工业出版社,1998
[78]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
[79]郭齐胜,董志明,单家元等,系统仿真,北京:国防工业出版社,2006
[80]张发瑜,江坪河面板堆石坝施工系统仿真与优化研究:[硕士学位论文],天津,天津大学,2006
[81]黄劲杉,眭喆，姜学智，基于Microsoft Visio 2002构建仿真图形化建模环境,系统仿真学报,2003,15(4):601～603
[82]张平,基于实时监控的高心墙堆石坝施工仿真与进度控制研究:[博士学位论文],天津,天津大学,2010
[83]胡程顺,高土石坝施工系统仿真与优化研究:[硕士学位论文],天津;天津大学,2002
[84]宋承龄,关于仿真模型验证,计算机仿真,2000,17(4):8～11
[85]赵敏荣,吴晓燕,刘兴堂,复杂仿真系统模型验证方法的研究,系统仿真学报,2003,15(10):1410～1412
[86]刘舒燕,杨克俭,王少梅,系统仿真可信性评估理念与方法,武汉理工大学学报,2002,24(5):98～101
[87]王维平,朱一凡,华雪倩等,仿真模型有效性确认与验证,长沙:国防科技大学出版社,1998
[88]刘新爱,胡晓,王素平等,基于置信区间理论的仿真模型检验方法研究,战术导弹技术,2010,(6):107～112
[89]候俊杰著,深入浅出MFC(第二版),华中科技大学出版社,2001
[90]求是科技编著,Visual C++数据库通用模块及典型系统开发实例导航,人民邮电出版社,2006
[91]刘金龙,高兆法等,Visual C++ 6.0类参考详解,清华大学出版社,1999
[92]杨晓莉,混合多属性决策理论方法与应用研究:[硕士学位论文],武汉;华中师范大学,2007
[93]崔博,心墙堆石坝施工质量实时监控系统集成理论与应用:[博士学位论文],天津;天津大学,2010
[94]天津大学水利水电工程系,糯扎渡水电站心墙堆石坝建设质量监控与工程研究报告,2009
[95] Thomas L. Saaty, Decision making with the analytic hierarchy process, International Journal of Services Sciences, 2008, 1(1): 83~98
[96] Luis G. Vargas, An overview of the analytic hierarchy process and its applications, European Journal of Operational Research, 1990, 48(1): 2~8
[97] Patrick T. Harker, Luis G. Vargas, The theory of ratio scale estimation: Saaty's analytic hierarchy process, Management Science, 1987, 33(11): 1383~1403
[98] Thomas L. Saaty, The analytical hierarchy process, New York: McGraw-Hill, 1980
[99] T. L. Saaty, The Analytic Hierarchy Process, New York: McGraw-Hill, 1980
[100]孔峰,刘鸿雁,AHP综合排序算法分析及其改进,哈尔滨工业大学学报,2009,41(4):260～263
[101]王健,工程项目管理中工期-成本-质量综合均衡优化分析:[硕士学位论文],天津大学,2002
[102]朱佳俊,郑建国,基于熵的模糊TOPSIS方法在创意项目投资决策中的应用,中国管理信息化报,2008,11(5):89～91
[103] C. T. Chela, Extensions of the TOPSIS for Group Decision-making under Fuzzy Environment, Fuzzy Sets and System, 2000, 114(1): 1~9
[104]杨玉中,张强,吴立云,基于熵权的TOPSIS供应商选择方法,北京理工大学学报,2006,26(1):31～35
[105]余建星,谭振东,基于组合赋权及TOPSIS的绩效定量评价研究,系统工程理论与实践,2005,(11):46～50
[106] Serafim Opricovic, Gwo-Hshiung Tzeng, Compromise solution by MCD Mmethods: A comparative analysis of VIKOR and TOPSIS, European Journal of Operational Research, 2004, 156 (2): 445~455
[107]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
[108]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
[109]陈海滢,刘昭等,物联网应用启示录-行业分析与案例实践,北京:机械工业出版社,2011