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特高拱壩智能化建設技術創(chuàng)新和實踐-300m級溪洛渡拱壩智能化建設

包郵 特高拱壩智能化建設技術創(chuàng)新和實踐-300m級溪洛渡拱壩智能化建設

出版社：清華大學出版社出版時間：2018-08-01
開本： 16開 頁數(shù)： 450
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特高拱壩智能化建設技術創(chuàng)新和實踐-300m級溪洛渡拱壩智能化建設 版權信息

特高拱壩智能化建設技術創(chuàng)新和實踐-300m級溪洛渡拱壩智能化建設 本書特色

下載課件、獲取課件密碼、各種資源包以及人工客服，請關注清華社官方微信服務號qhdxcbs_js，一站式幫您解決各種圖書問題。 《特高拱壩智能化建設技術創(chuàng)新和實踐——300m級溪洛渡拱壩智能化建設》的研究成果是在大壩建設數(shù)字化的基礎上，首次實現(xiàn)了拱壩建設的智能化。該成果在溪洛渡特高拱壩建設中成功應用，至今沒有發(fā)現(xiàn)溫度裂縫，工程歷經(jīng)4年蓄水運行考驗，工作性態(tài)正常，是混凝土拱壩筑壩技術的重大創(chuàng)新，開創(chuàng)了智能高拱壩建設之先河。

特高拱壩智能化建設技術創(chuàng)新和實踐-300m級溪洛渡拱壩智能化建設 內(nèi)容簡介

高拱壩質(zhì)量與安全事關國計民生。我國拱壩建設已進入300m級時代，施工期溫控防裂、運行期整體安全和抗震安全是其建設面臨的三大挑戰(zhàn)。溫控防裂是世界性難題，采用現(xiàn)有技術仍然難以解決。本書旨在為特高拱壩建設提供科技支撐和系統(tǒng)解決方案： 針對“特高拱壩溫控防裂、工作性態(tài)分析、工程數(shù)據(jù)共享”等難題，基于“感知、分析、控制”的特高拱壩智能化建設理論，在“實時監(jiān)測、全壩分析、智能控制、協(xié)同工作”等多學科技術上進行系統(tǒng)研究，介紹了以“大壩全景信息模型與智能拱壩建設信息化平臺”為核心軟件環(huán)境，及“大壩施工全過程綜合信息感知與實時監(jiān)控技術、基于海量感知數(shù)據(jù)的大壩仿真分析關鍵技術、大壩基礎質(zhì)量智能控制技術”等智能控制裝置和系統(tǒng)。 圖書內(nèi)容新穎翔實，涉及多學科交叉，涵蓋移動通信技術、數(shù)據(jù)篩選分析技術、三維仿真技術、預警預判和決策支持技術、高精度定位技術等多種技術，為特高拱壩施工期質(zhì)量控制、溫控防裂等提供了科技支撐和系統(tǒng)解決方案，可供相關領域人員參考和學習。

特高拱壩智能化建設技術創(chuàng)新和實踐-300m級溪洛渡拱壩智能化建設 目錄

第1章概述 1.1拱壩的建設與發(fā)展 1.1.1國外拱壩的建設 1.1.2中國拱壩的建設 1.1.3特高拱壩的建設 1.2特高拱壩建設特點和面臨的挑戰(zhàn) 1.2.1我國特高拱壩建設特點 1.2.2特高拱壩建設面臨的挑戰(zhàn) 1.2.3高拱壩施工過程控制技術發(fā)展現(xiàn)狀 1.3數(shù)字化、智能化建壩的發(fā)展趨勢 1.3.1信息技術在筑壩技術方面的研究應用 1.3.2高拱壩施工過程智能控制的發(fā)展趨勢 1.4溪洛渡特高拱壩智能化建設 1.4.1溪洛渡拱壩工程概況 1.4.2溪洛渡拱壩建基面和壩體結構優(yōu)化設計 1.4.3溪洛渡拱壩建設面臨的挑戰(zhàn) 1.4.4溪洛渡特高拱壩智能化建設 參考文獻 第2章特高拱壩智能化建設理論和體系 2.1概述 2.1.1控制論的基本要求 2.1.2高拱壩施工過程控制要求 2.1.3特高拱壩智能化建設理論 2.1.4高拱壩智能化建設內(nèi)涵 2.2全面感知 2.2.1基于互聯(lián)網(wǎng)的全過程智能化監(jiān)測 2.2.2大壩全景信息模型DIM 2.2.3基于原型試驗的工程參數(shù)獲知 2.3真實分析 2.3.1基于互聯(lián)網(wǎng)的施工工序工效分析 2.3.2耦合進度的全壩全過程真實工作性態(tài)分析 2.3.3基于監(jiān)測數(shù)據(jù)的壩體壩基參數(shù)反演 2.3.4施工過程安全分析和評價準則 2.4實時控制 2.4.1實時控制判斷準則和判別標準 2.4.2高拱壩智能化建設專家系統(tǒng) 2.4.3高拱壩施工智能控制技術 2.4.4智能控制核心裝置 2.5智能化建壩業(yè)務協(xié)同平臺 2.6拱壩智能化建設管理模式和科研模式 2.6.1“智能大壩”建設項目管理模式 2.6.2“4+1+N”管理執(zhí)行模式 2.6.3“智能大壩”建設的科研模式 參考文獻 第3章高拱壩施工過程智能化監(jiān)測和數(shù)據(jù)挖掘 3.1高拱壩施工過程監(jiān)控體系和方法 3.1.1高拱壩施工過程系統(tǒng)描述 3.1.2高拱壩施工過程監(jiān)控體系和方法 3.2基于互聯(lián)網(wǎng)的智能感知技術 3.2.1生產(chǎn)數(shù)據(jù)自動采集系統(tǒng) 3.2.2倉面數(shù)據(jù)智能采集系統(tǒng) 3.2.3混凝土溫度檢測系統(tǒng) 3.3復雜環(huán)境下數(shù)據(jù)雙向傳輸系統(tǒng) 3.4大壩全景信息模型 3.4.1建筑信息模型 3.4.2大壩全景信息模型 3.4.3模型功能 3.5基于大數(shù)據(jù)理念的施工數(shù)據(jù)挖掘與應用 3.5.1高拱壩施工數(shù)據(jù)特征和數(shù)據(jù)挖掘 3.5.2高拱壩施工過程數(shù)據(jù)挖掘分析流程 3.5.3高拱壩混凝土施工數(shù)據(jù)挖掘與分析 3.5.4溪洛渡拱壩倉面施工數(shù)據(jù)挖掘分析 參考文獻 第4章全壩全過程真實工作性態(tài)分析與預測 4.1全壩全過程真實工作性態(tài)仿真理論和方法 4.1.1高拱壩真實荷載模擬 4.1.2關鍵參數(shù)獲取與分析 4.1.3快速仿真分析平臺軟件系統(tǒng) 4.2全壩、全過程仿真關鍵技術難題 4.2.1高拱壩快速自動建模方法 4.2.2橫縫真實性態(tài)模擬模型 4.2.3夾層代孔列法滲流場模擬 4.2.4方程組求解的高效并行算法 4.3真實工作性態(tài)仿真分析和預測流程 4.3.1仿真分析和預測流程 4.3.2安全評價指標體系 4.4溪洛渡拱壩施工期工作性態(tài)跟蹤仿真、預測與控制 4.4.1壩體基礎真實參數(shù)獲取 4.4.2橫縫工作性態(tài)分析和開合控制 4.4.3全壩全過程懸臂高度敏感性分析 4.4.4施工期壩體基礎整體工作性態(tài)分析 4.4.5施工期關鍵部位、關鍵節(jié)點工作性態(tài)分析 4.4.6施工期入冬溫控防裂措施分析與優(yōu)化 4.5溪洛渡拱壩初期蓄水真實工作性態(tài)反饋分析與預測 4.5.1大壩初期蓄水過程 4.5.2初期蓄水監(jiān)測資料分析 4.5.3初期蓄水壩體壩基工作性態(tài)分析 4.5.4初期蓄水大壩安全評價 參考文獻 第5章高拱壩整體協(xié)調(diào)變形機理及個性化溫控措施 5.1高拱壩橫縫真實工作性態(tài)和辨識分析 5.1.1高拱壩橫縫變形異常現(xiàn)象 5.1.2高拱壩橫縫變形機理 5.1.3高拱壩橫縫工作性態(tài)辨識方法 5.1.4高拱壩橫縫粘結強度控制方法 5.2高拱壩懸臂高度個性化控制技術 5.2.1懸臂高度對壩體影響分析 5.2.2懸臂高度個性化控制分析方法 5.2.3溪洛渡特高拱壩懸臂高度個性化控制 5.3高拱壩復雜基礎壩趾灌漿作用機理與時機 5.3.1灌漿壓力選取方法 5.3.2高拱壩基礎處理灌漿理論研究 5.3.3溪洛渡拱壩施工期壩趾灌漿時機研究 5.4高拱壩施工期動態(tài)、個性化溫控標準與控制技術 5.4.1干熱河谷高溫季節(jié)溫控和防裂措施分析 5.4.2高溫季節(jié)預冷混凝土入倉冷擊技術研究 5.4.3高拱壩個性化溫控標準與同冷區(qū)分區(qū)控制技術 5.4.4高拱壩中冷和二冷時間動態(tài)控制技術 5.4.5高拱壩孔口區(qū)域溫控標準和冷卻過程個性化控制技術 5.4.6高陡邊坡壩段溫控防裂動態(tài)控制技術 參考文獻 第6章高拱壩施工進度仿真與實時控制技術 6.1高拱壩施工期施工過程特性分析 6.1.1高拱壩施工進度影響要素分析 6.1.2高拱壩施工進度分析與控制特點 6.2高拱壩施工期進度仿真模型與方法 6.2.1高拱壩施工進度仿真方法及特點 6.2.2高拱壩施工進度仿真模型 6.2.3高拱壩施工進度仿真系統(tǒng) 6.3高拱壩施工進度分析與實時控制技術 6.3.1基于互聯(lián)網(wǎng)的高可靠度工效分析 6.3.2高拱壩施工進度仿真和實時控制技術 6.3.3進度延誤預警與動態(tài)糾偏 6.4溪洛渡拱壩進度實時控制典型案例 6.4.1總進度分析與資源配置論證 6.4.2耦合溫控與應力的澆筑形態(tài)控制 6.4.3深孔鋼襯部位快速高效施工仿真 6.4.4孔口門槽復雜結構微觀仿真分析 6.4.5纜機換索影響分析 6.4.6基礎處理方案優(yōu)化及敏感性分析 6.4.7接縫灌漿進度優(yōu)化決策 6.4.8仿真分析準確性評價 6.5高拱壩施工進度實時控制管理模式 參考文獻 第7章壩體基礎施工過程智能控制關鍵技術 7.1大體積混凝土通水冷卻智能溫控技術 7.1.1智能溫控控制方法與原理 7.1.2通水冷卻智能溫控技術 7.1.3溪洛渡拱壩通水冷卻智能溫控實踐 7.2高拱壩混凝土施工“一條龍”數(shù)字監(jiān)控技術 7.2.1混凝土運輸全過程數(shù)字監(jiān)控技術 7.2.2倉面平倉振搗作業(yè)質(zhì)量數(shù)字監(jiān)控技術 7.2.3溪洛渡拱壩振搗質(zhì)量數(shù)字監(jiān)控實踐 7.2.4溪洛渡拱壩混凝土運輸全過程數(shù)字監(jiān)控 7.3基礎處理數(shù)字灌漿技術 7.3.1灌漿現(xiàn)場數(shù)據(jù)監(jiān)控系統(tǒng) 7.3.2溪洛渡拱壩基礎處理數(shù)字灌漿實踐 7.3.3數(shù)字灌漿管理模式 7.4拱肩槽邊坡開挖爆破高精控制技術 7.4.1精細爆破概念 7.4.2精細爆破理論基礎和技術條件 7.4.3溪洛渡拱肩槽精細爆破技術 7.4.4溪洛渡拱肩槽精細爆破效果綜述 7.5基于實時定位系統(tǒng)的智能安全管理 7.5.1基于3G和WiFi無線技術的安全管理和調(diào)度系統(tǒng) 7.5.2安全管理和調(diào)度系統(tǒng)架構 7.5.3工作效率分析方法——以監(jiān)理人員為例 7.5.4溪洛渡拱壩施工現(xiàn)場人員智能安全管理 參考文獻 第8章高拱壩智能化建設協(xié)同工作平臺構建和開發(fā) 8.1協(xié)同平臺需求分析 8.1.1變革管理模式實現(xiàn)現(xiàn)代管理需求 8.1.2解決高拱壩施工過程難點的必要手段 8.1.3實現(xiàn)設計、科研與生產(chǎn)緊密結合與一體化 8.1.4高拱壩全生命期運營安全需求 8.2平臺體系結構設計 8.2.1平臺設計原則 8.2.2平臺整體方案 8.2.3平臺體系結構 8.2.4平臺主要技術 8.3平臺模塊與功能 8.3.1設計成果集成 8.3.2混凝土施工管理 8.3.3混凝土質(zhì)量管理 8.3.4混凝土溫度控制 8.3.5固結(帷幕)灌漿 8.3.6接縫灌漿 8.3.7金屬結構制作與安裝 8.3.8安全監(jiān)測 8.3.9綜合查詢與分析 8.3.10溫度與應力仿真分析 8.3.11工程聯(lián)機分析 8.3.12預報警 8.3.13工程數(shù)字檔案 8.3.14短信通知提醒 8.4溪洛渡拱壩業(yè)務協(xié)同平臺建設與應用 8.4.1數(shù)據(jù)采集和雙向傳輸系統(tǒng)搭建 8.4.2智能溫控數(shù)字測溫系統(tǒng) 8.4.3協(xié)同工作平臺iDam應用 參考文獻 第9章總結和展望 附錄 CONTENTS Chapter 1Overview 1.1Construction and Development of Arch Dam 1.1.1Construction of Arch Dam Overseas 1.1.2Construction of Arch Dam in China 1.1.3Construction of Superhigh Arch Dam 1.2Features and Challenges of Superhigh Arch Dam Construction 1.2.1Features of Superhigh Arch Dam Construction in China 1.2.2Difficulties in Superhigh Arch Dam Construction 1.2.3Development Status of Control Technology in High Arch Dam Construct Process 1.3Developing Trend of Arch Dam Constructions Digitization and Intelligentization 1.3.1Application of Information Technology Research in Damming Technology Field 1.3.2Developing Trend of Intelligent Control in High Arch Dam Construct Process 1.4Intelligent Construction of Xiluodu Superhigh Arch Dam 1.4.1Overview of Xiluodu Arch Dam Project 1.4.2Optimal Design of Xiluodu Arch Dams Foundation Surface and Structure 1.4.3Difficulties in Xiluodu Arch Dam Construction 1.4.4Intelligent Construction of Xiluodu Superhigh Arch Dam References Chapter 2Theory and System of Superhigh Arch Dams Intelligent Construction 2.1Overview 2.1.1Basic Requirements of Control Theory 2.1.2Control Requirements of High Arch Dam Construct Process 2.1.3Construct Theory of Arch Dam Constructions Intelligentization 2.1.4The Cannotation of Intelligent Construction of High Arch Dam 2.2Overall Sensing 2.2.1Wholeprocess Intelligent Monitoring Based on the Internet 2.2.2Dim Information ModelDIM 2.2.3Engineering Parameter Based on Prototype Test 2.3Real World Analysis 2.3.1Construction Procedure and Results Analysis Based on the Internet 2.3.2Whole Dam and Process of Real Working State Analysis of Coupling Progress 2.3.3Real Working State Analysis of Whole Dam Whole Process in Coupling Process 2.3.4Safety Analysis and Evaluation Criteria in Construction Process 2.4Realtime Control 2.4.1Judging and Discriminate Criteria of Realtime Control 2.4.2Intelligent Construction Expert System of High Arch Dam 2.4.3Intelligent Control Technology of High Arch Dam 2.4.4Intelligent Control Core Device 2.5Intelligent Dam Construction Work Cooperation Platform 2.6Management and Research Mode of Arch Dam Intelligent Construction 2.6.1Management Mode of Intelligent Dam Construction Project 2.6.2“4+1+N” Management Execution Mode 2.6.3Research Mode of Intelligent Dam Construction References Chapter 3Intelligent Monitoring and Data Mining in Arch Dam Construction Process 3.1Monitoring System and Method of Arch Dam Construction Process 3.1.1Systemic Description of Arch Dam Construction Process 3.1.2Monitoring System and Method of Arch Dam Construction Process 3.2Intellisense Technology Based on the Internet 3.2.1Automatic Production Data Acquisition System 3.2.2Intelligent Concrete Lift Data Acquisition System 3.2.3Concrete Temperature Detection System 3.3Data Twoway Transmission System under Complex Environment 3.4Dam Panorama Information Model 3.4.1Building Information Model 3.4.2Dam Panorama Information Model 3.4.3Function of the Model 3.5Mining and Application of Construction Data Based on Big Data Concept 3.5.1Construction Data Feature and Data Mining of High Arch Dam 3.5.2Data Mining Analysis Process of High Arch Dam Construction Process 3.5.3Concrete Construction Data Mining and Analysis of High Arch Dam 3.5.4Concrete Lift Construction Data Mining and Analysis of Xiluodu Arch Dam References Chapter 4Analysis and Prediction of Whole Dam and Process in Real Working State 4.1Simulation Theory and Method of Whole Dam and Process in Real Working State 4.1.1Real Load Simulation of High Arch Dam 4.1.2Key Parameter Acquisition and Analysis 4.1.3Fast Simulation Analysis Platform Software System 4.2Key Technical Problems of Simulation of Whole Dam and Whole Process 4.2.1High Arch Dam Rapid Automatic Modeling Method 4.2.2Simulation Model of Transverse Joint 4.2.3Seepage Field Simulation of Parting Generation Method 4.2.4Efficient Parallel Algorithm for Solving Equations 4.3Simulation Analysis and Prediction Process in Real Working State 4.3.1Simulation Analysis and Prediction Process 4.3.2Safety Evaluation Index System 4.4Simulation, Prediction and Control of Working State of the Construction Period of Xiluodu Arch Dam 4.4.1Damacquisition of Basic Real Property Parameters 4.4.2Working State Analysis and Open and Close Control of Transverse Joint 4.4.3Sensitivity Analysis of Cantilever Height of the Whole Dam and Process 4.4.4Dam during Construction PeriodBasic Overall Working State Analysis 4.4.5Key Parts and Key Nodes Working State Analysis during Construction Period 4.4.6Analysis and Optimization of Temperature Control and Crack Prevention Measures in Winter during Construction Period 4.5The Real Working State Feedback and Prediction of the Initial Impoundment of Xiluodu Arch Dam 4.5.1The Initial Impoundment of the Dam 4.5.2Analysis of Initial Impoundment Monitoring Data 4.5.3Dam With Initial ImpoundmentAnalysis of Working State of Dam Foundation 4.5.4Safety Evaluation of Initial Impoundment Dam References Chapter 5High Arch Dams Overall Coordination Deformation Mechanism and Individualized Temperature Control Measures 5.1Real Working State and Identification Analysis of High Arch Dams Transverse Joint 5.1.1Deformation Anomaly of High Arch Dams Transverse Joint 5.1.2Deformation Mechanism of High Arch Dams Transverse Joint 5.1.3Working State Identification Method of High Arch Dams Transverse Joint 5.1.4Bonding Strength Control Method of High Arch Dams Transverse Joint 5.2High Arch Dams Cantilever Height Personalized Control Technology 5.2.1Analysis of the Influence of Cantilever Height on Dam Body 5.2.2Cantilever Height Personalized Control Analysis Technology 5.2.3Xiluodu Superhigh Arch Dams Cantilever Height Personalized Control Technology 5.3Mechanism and Timing of Complex Foundation Dam Toe Grouting 5.3.1Selection Method of Grouting Pressure 5.3.2Theoretical Study on Foundation Grouting Treatment of High Arch Dam 5.3.3Study on the Timing of Grouting in Construction Period of Xiluodu Arch Dams Damsite 5.4Dynamic and Individualized Temperature Control Standard and Control Technology of High Arch Dam in Construction Period 5.4.1Analysis of Temperature Control and Crack Prevention Measures in Dryhot Valley 5.4.2Research of Low Temperature Warehousing Cool Stroke Technology in High Temperature Season 5.4.3The Personalized Temperature Control Standard of High Arch Dam and Zone Control Technology of the Same Cold Zone 5.4.4Dynamic Control Technology of Intercooled and Secondary Cooling Time of High Arch Dam 5.4.5The Personalized Control Technology of Temperature Control and Cooling Process of High Arch Dams Orifice Area 5.4.6Dynamic Control Technology of Temperature Control and Crack Control in High and Steep Slope Part of Dam References Chapter 6Simulation and Realtime Control Technology of High Arch Dam Construction 6.1Analysis of High Arch Dam Construction Process Features in Construction Period 6.1.1Analysis of Factors Affecting the Construction Progress of High Arch Dam 6.1.2Analysis and Control Features of high arch dam construction 6.2Intelligent Simulation Model and Method for High Arch Dam Construction Period 6.2.1Intelligent Simulation Method and Features of High Arch Dam Construction Progress 6.2.2Intelligent Simulation Model of High Arch Dam Construction Progress 6.2.3Intelligent Simulation System of High Arch Dam Construction Progress 6.3Intelligent Analysis and Realtime Control Technology of High Arch Dam Construction Progress 6.3.1High Reliability Analysis of Project Effect Based on the Internet 6.3.2Simulation and Realtime Control Technology of High Arch Dam Construction progress 6.3.3Progress Delay Warning and Dynamic Correction 6.4A Typical Case of the Realtime Control of Xiluodu Arch Dam 6.4.1Total Progress Analysis and Resource Allocation Argumentation 6.4.2Coupling Temperature Control and Stress Casting Shape Control 6.4.3Quick and Efficient Construction Simulation of Deep Hole and Steel Lining Part 6.4.4Microsimulation Analysis of Complex Structure of Orifice Slot 6.4.5Analysis of the Influence of Shifting Cable Gear 6.4.6Optimization and Sensitivity Analysis of Basic Processing Schemes 6.4.7Optimize Decision of Joint Grouting Process 6.4.8Accuracy Evaluation of Simulation Analysis 6.5RealTime Control Management Mode of High Arch Dam Construction Progress References Chapter 7The Key Technology of Intelligent Control of Dam Foundation Construction Process 7.1Intelligent Temperature Control Technology for Large Volume Concrete Water Cooling 7.1.1Intelligent Temperature Control Method and Principle 7.1.2Water Cooling Intelligent Temperature Control Technology 7.1.3The Practice of Intelligent Temperature Control for Water Cooling in Xiluodu Arch Dam 7.2High Arch Dam Concrete Construction One Package Digital Monitoring Technology 7.2.1Digital Monitoring Technology of the Whole Process of Concrete Transportation 7.2.2The Quality Digital Monitoring Technology for the Operation Quality of the Warehouse Vibration 7.2.3The Practice of the Quality Intelligent Control of Xiluodu Arch Dam 7.2.4Digital Monitoring of the Whole Process of Xiluodu Arch Dams Concrete Transportation 7.3Basic Processing of Digital Grouting Technology 7.3.1Grouting Field Data Monitoring System 7.3.2The Practice of Digital Grouting on the Foundation of Xiluodu Arch Dam 7.3.3Digital Grouting Management Mode 7.4High Precision Control Technology for Excavation Blasting of the Spandrel Groove 7.4.1Fine Blasting Concept 7.4.2Theoretical Basis and Technical Conditions of Fine Blasting 7.4.3The Fine Blasting Technology of Xiluodu Archs Spandrel Groove 7.4.4An Overview of the Fine Blasting Effect of Xilodu Archs Spandrel Groove 7.5Intelligent Security Management Based on Realtime Positioning System 7.5.1Security Management and Scheduling System Based on 3G and Wifi Wireless Technology 7.5.2Security Management and Scheduling System Architecture 7.5.3Work Efficiency Analysis Method—Take Supervisors as an Example 7.5.4Intelligent Safety Management of Xiluodu Arch Dams Construction Site References Chapter 8Construction and Development of Collaborative Work Platform about Intelligent Construction of High Arch Dam 8.1Analysis of Collaborative Platform Demand 8.1.1Demand of Changing Management Mode to Realize Modern Management 8.1.2Necessary Methods to Solve the Difficulties of High Arch Dams Construction Process 8.1.3Realize the Integration of Design, Research and Production 8.1.4Safety Requirement of High Arch Dam Whole Life Cycle Operation 8.2Design of Platform Structure 8.2.1Principle of Platform Design 8.2.2Overall Solution of Platform 8.2.3Structure of Platform 8.2.4Mainly Technology of Platform 8.3Module and Function of Platform 8.3.1Design Results Integration 8.3.2Construction Management of Concrete. 8.3.3Quality Control of Concrete 8.3.4Temperature Control of Concrete 8.3.5Consolidation Grouting 8.3.6Joint Grouting 8.3.7Fabrication and Installation of Metal Structures 8.3.8Safety Monitoring 8.3.9Comprehensive Query and Analysis 8.3.10Simulation Analysis of Temperature and Stress 8.3.11Engineering Online Analysis 8.3.12Forecasting Warning 8.3.13Engineering Digital File 8.3.14SMS Notification Reminder 8.4The Construction and Application of the Cooperative Platform of Xiluodu Arch Dam 8.4.1Construction of Data Acquisition and Twoway Transmission System 8.4.2Intelligent Temperature Control Digital Temperature Measurement System 8.4.3Application of the Cooperative Platform References Chapter 9Summary and Prospection Appendix
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