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  • Prefácio
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• Tema1
  • 1-Review and Sugesstions on CFRD Construction
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  • 2-Deformation Control of the 200 m High Hongjiadu Concrete Faced Rockfill Dam
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  • 3-Repair of CFRDS in The Dry and Underwater—Salt Springs and Turimiquire
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  • 4-Mazar CFRD Dam Main Features on Design and Construction
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  • 5-Technical Progress of CFRD Constructed on Deep Alluvium
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  • 6-Construction of Lianghekou Earth-Core Rockfill Dam on Yalong River
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  • 7-Design and Construction Techniques for A Safe Planning and Execution of High CFRDS
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  • 8-A Case—Study of Cua—Dat CFRD in Vietnam
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  • 9-The Asphalt Core Embankment Dam—A Very Competitive Alternative
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  • 10-Nam Ngum2 Hydroelectric Power Project Encountered Technical and Economical Challenges
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  • 11-GIBE III—A Zigzag Geomembrane Core for A 50 m High Rockfill Cofferdam in Ethiopia
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  • 12-Rockfill Dam Engineering Pracice in Huizhou Pumped Storage Project
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  • 13-Construction and First impounding of the Tokuyama Dam
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  • 14-Dam Safety & Water Resources Planning Project in Sri Lanka - Special Consideration on Rock fil
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• Tema2
  
  
  • 15-Achievements and New Considerations on Re-constructing of Diversion Tunnel into Spillway Tunne
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  • 16-Spillway Hydraulic Issues in Rebuilding Embankment Dams—Experiences from Vattenfall's Dam—Safe
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  • 17-Adaptability of Slab Joint Waterstop to Very High CFRD
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  • 18-Design of Concrete Face Slab for 182 m High NN2 CFRD
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  • 19-Design and Verification Analysis on the Maopingxi Asphaltic Concrete Core Wall Embankment Dam
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  • 20-Mesh Generation for 3-D Dynamic Analysis of Fill Dam
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  • 21-Analysis on Engineering and Technical Characteristics of Shuangjiangkou Hydropower Project
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  • 22-Design Considerations of A High Rockfill Dam Nam Ngum2 CFRD, LAO PDR
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  • 23-Finite Element Analysis of a Super High Earth Core Rock-Fill Dam on Deep Overburden
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  • 24-The DESJARáRSTíFLA Dam—Measures in The Foundation to Mitigate Adverse Effects of Faults & Line
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  • 25-Study of Seepage Control Characteristics of Jinchuan Concrete Face Rockfill Dam on Dadu River
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  • 26-FEM Analysis of a Concrete Faced Rockfill Dam
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  • 27-A New Method for Estimating The Deformability Modulus of Plastic Concrete- Gotvand Dam Experie
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  • 28-Numerical Analysis on Asphalt Concrete Core Rockfill Dam Using Elasto-Plastic Couple Constitut
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  • 29-Irape Dam – Stress and Strain—Numerical Previsions and Measurement Results
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  • 30-Numerical Analysis on Utilization of Soft Rock in Siping Concrete Faced Rockfill Dam
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  • 31-Trust is Good, Control is Better-Hidden Pitfalls in FE-Analysis
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  • 32-3D Finite Element Analysis on A 270m Extra High Concrete Faced Rockfill Dam
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  • 33-Study on Multi-Level Intakes in Lianghekou Project
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  • 34-Rational Design of Width of Earth Core For Rockfill Dams
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  • 35-Effects of Geotechnical Parameters on Discharge
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  • 36-Research on Thermal Stress for CFRD Concrete Slabs under Condition of Cold Wave Attack
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  • 37-Relation of Permeabilities Between Materials 2 and 3A of The EL CAJóN Dam
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  • 38-Deformation Behavior of Concrete Face Slab Having Its Lower Part Deeply Seated on Bedrock
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  • 39-The Excavation and Treatment of Complex Karst Foundation of Aikou Reservoir Dam
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  • 40-On Numerical Modelling of Internal Erosion in Embankment Dams
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  • 41-Analysis of Thermal Stress and Drying Shrinkage of CFRD Concrete Slabs
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  • 42-Three-Dimensional Hydrodynamic Model of Single Wall Sticking Tetrahedron Block
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  • 43-Evaluation of Seepage Behavior of Concrete Faced Gravel Fill Dam
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  • 44-Evaluation of Mechanical Behavior of Rockfill Materials Using the Hyperbolic Model
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• Tema3
  
  
  • 45-A Study on Rockfill Properties of Tankeng CFRD
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  • 46-Studies and Application of the Utilization of Crushed Siltstone in Core of Earth Rockfill Emba
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  • 47-Laboratory Hydraulic Fracturing Tests for Core Materials Using Large Size Hollow Cylindrical S
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  • 48-Study of Wide-Gradation Chisley Soil Compacting Test and Discussion of Compaction Quality Cont
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  • 49-Experimental Studies on Volume Stability of Shrinkage Compensating Concrete Used in Diversion
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  • 50-Properties of Compaction Reached in The Rockfills of The EL CAJóN Dam
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  • 51-Blasting Technique and Forecast Model of Stone Gradation for Rockfill Dam
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  • 52-A New Rapid Repair Material of Concrete Face Slab of Rockfill Dam
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  • 53-Strength Evaluation of Rockfill Materials Considering Confining Pressure Dependency
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• Tema4
  
  
  • 54-New Construction Technology of Qingjiang Shuibuya
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  • 55-Studies on the Standard and Test Procedure of Compactness of Gravelly Clay in the Core Wall of
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  • 56-Constructing the Kárahnjúkar Face Slab
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  • 57-Analysis on Rockfilling Sequences and Impactive Factors in Process of CFRD Dam Embankment in B
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  • 58-Study on CFRD Construction Technology with Gravel and Its Application in Siping CFRD
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  • 59-Construction of Rockfill Dams With Geomembrane Face—Bovilla and Sar Cheshmeh
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  • 60-Concrete Face Slab Joint Surface Waterstop Construction of Bakun CFRD
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  • 61-Construction of the Nam Ngum 2 CFRD
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  • 62-Experimental Research on the Design of Overtopped Cofferdam and Surface Protection of Tankeng
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  • 63-Calculation of Vibration Estimation Formula by Secure Slope Safety at the Time of Quantity Sit
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  • 64-Study on the Method of Expediting RCAC Construction in Cold Rainy Mountainous Ares and Its App
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  • 65-Effective and Economical Production of High Quality Concrete for Dams Shown on The Examples fr
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  • 66-Construction Techniques of Shuibuya Concrete Faced Rockfill Dam——Construction Compacting Test
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  • 67-The Technology of Slope-Fixing with Turned-Over Formword for Construction of Concrete Faced Ro
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  • 68-Construction of the Concrete Face,EL Cajon Dam,Nayarit,Mexico
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  • 69-Research on Simulation Based Dynamic Earthwork Allocation Balance for Liyang Concrete Faced Ro
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  • 70-ESPN-Based Analysis on Schedule Risk in Rockfill Dam Construction
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  • 71-On the Construction Technology for Increasing the Thickness of the Core Material Layer for
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  • 72-Construction Technology of Yele Asphalt Concrete Central Core Dam-Development of Asphalt Concrl
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  • 73-Research of A New Moving-Sidewall Construction Technology of CFRD and Application in Chahanwus
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• Tema5
  
  
  • 74-Construction and Field Instrumentation of Pubugou Rockfill Dam
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  • 75-Displacements of the Xingó Concrete Face Rockfill Dam—Brazil
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  • 76-Studies on Behavionr of Yele Asphalt Concrete Core Wall Dam
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  • 77-DFOT Monitoring in CFRDs – Technical Gimmick or Useful Complementary Monitoring System
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  • 78-Studies on Deformation Monitoring Data of Dong Qing CFRD during Construction Period
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  • 79-GPS Real-Time Supervisory System of Compaction
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  • 80-EL CAJóN Dam, Mexico. Further Data About Its Behavior and A Quick Analysis of A Pragmatic Desi
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  • 81-A New Embankment Dam Internal Settlement Monitoring Instrument - Rod Settlement Gage
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  • 82-Itaipu Hydroelectric Power Plant Rockfill Dam Project, Performance and Safety Monitoring
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  • 83-Application of Dam-safety Monitoring Automation System on Security Monitoring of Sanbanxi Hydr
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  • 84-Assessment of the Priority Order on Maintenace Tasks for Monitoirng Devices for Existing Earth
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  • 85-Summary of Face slab Seepage Treatment in Sanbanxi Hydropower Station
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  • 86-Behavior of NARMASHIR CFRD at The End of Construction Period
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  • 87-Analysis of Settlement Deformation on Wuluwati Concrete Face Rockfill Dam
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  • 88-Detection of Cracks of Penstocks of Yele Hydropower Station Duning Operation
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  • 89-Analitical Approach for Forecasting of Measurement Value From Dam Monitoring
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  • 90-Study on The Displacement Distributive Model with Impoundment Factors For High Core EarthRock
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  • 91-Analysis of Seepage Monitoring Results of Qiaoqi Dam
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  • 92-Calculation of Actual Vertical Displacement of Rockfill Dams Using Settlement Plates
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  • 93-Rockfill Dam Deformation Monitoring Model Consider Rheology Effect and Stress Path
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  • 94-Analyse and Evaluation of Deformation of Structural Joint and Leakage at Qianqi Dam's Foundati
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  • 95-Failures of Rockfill Dams
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  • 96-Analysis of the Abnormal Water Level of Piezometric Tube UP14 at Qiaoqi Dam’s Foundation Corri
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• Tema6
  
  
  • 97-Concrete Face Rockfill Dams in Highly Seismic Regions
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  • 98-Preliminary Analysis for Earthquake — Resistance of Zipingpu CFRD in Wenchuan Earthquake
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  • 99-Damage of the Isawa Rockfill Dam during the 2008 Iwate-Miyagi Inland Earthquake and Its Restor
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  • 100-3-D Authentic Nonlinear Dynamic Analysis and Anti-seismic Safety Evaluation of Shuangjiangkou
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  • 101-Review of Strong Motion Safety Monitoring for Hydraulic Structures Based on the Case of the E
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  • 102-Hydrodynamic Pressure on Rigid Sloping Dams with Two-Segmented Bed During Earthquakes
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  • 103-Analysis on the Data from Earthquake Monitroing of Yele Dam
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  • 104-Factors Affecting the Dynamic Characteristics of the model dam in Shaking Model Test of High
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  • 105-Numerical Simulation of Earthquake-Induced Settlement of Rockfill Dams
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  • 106-Numerical Analysis of Static and Dynamic Behavior of Jianke Core-walled Rockfill Dam
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  • 107-Numerical Analyses of Mechanical Behaviors of Concrete
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  • 108-Impact of Wenchuan Earthquake on Zipingpu Multi-Purpose Dam Project and Post-Shock Emergency
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• Outros Trabalhos Apresentados
  
  
  • 110-THE CONSTRUCTION TECHNOLOGY AND QUALITY CONTROL
    Autores: WANG Yong-wang 1, DONG Jing-yan 2
    1, Oversea Cause Department, Sinohydro Bureau Seven, Pixian, Sichuan, 611730, wangyongwang01@126.com
    2, College of Civil & Hydroelectric Engineering, Three Gorge University, Hubei, Yichang, 443002,djy5043@163.com
    
    
  • 111-Technology of closure construction in Large flow
    Autores: He Bowen, Zhu xiangpeng, Huang Zongying, Wang Hongyuan
    Hydro One People's Armed Police Corps,Jinzhou Road 23,in Nanning,530028
    
    
  • 112-Station Tianshengqiao concrete face rockfill dam
    Autor: Jia - Zhen Feng
    A People's Armed Police Corps hydropower，Nanning, Guangxi，530028，jzf805@126.com
    
    
  • 113-Solution for the number of degree of soil compaction Discussion
    Autor:Jia - Zhen Feng
    Hydro One People's Armed Police Corps Nanning, Guangxi China 530028，jzf805@126.com
    
    
  • 114-Taian pumped storage power station upper
    Autores: Jia-Zhen Feng, Wang-Hong Yuan
    A People's Armed Police Corps hydropower Nanning, Guangxi，530028，jzf805@126.com
    
    
  • 115-Construction Process on The Core-doped Rock-filling Dam
    Autores :Ye Xiaopei, Huang Zongying, Pang linxiang, Liu Qiang
    The 1st hydropower Corps of People's Armed Police,Jinzhou Road 23,in Nanning, 530028
    
    
  • 116-Three dimensional overtopping flow field numerical simulation for
    Autores: Gao Zhu1, Li Weiming2, Chen Hechun3
    1, College of Civil & Hydroelectric Engineering, China Three Gorges University, 8 University Avenue, Yichang 443002,
    Hubei, China, +86-717-6392318, gaozhu.cn@gmail.com
    2, College of Civil & Hydroelectric Engineering, China Three Gorges University, 8 University Avenue, Yichang 443002,
    Hubei, China, lwm000001@126.com
    3, College of Civil & Hydroelectric Engineering, China Three Gorges University, 8 University Avenue, Yichang 443002,
    Hubei, China, hcchen@ctgu.edu.cn
    
    
  • 117-The exploitation and application of drawing type asphalt concrete
    Autores: Yu Liangshu , Wu Liyan
    Xi’an University of Technology, Xi’an, Shaanxi, 710048
    
    
  • 118-The Construction Techniques of Shui Buya Concrete Faced
    Autor: Zhu Zhijun
    China Gezhouba Group Corporation, No.8 Jiaohu 2ed Road, Yichang, Hubei Province 443002，
    
    
  • 119-Construction technique for high CFRD
    Autores: Wu Guiyao, Huang Zongying, Jiang Jianlin
    The 1st hydropower Corps of People's Armed Police,Jinzhou Road 23,in Nanning, 530028
    
    
  • 120-Mix proportion design of crack-resistant
    Autores: Guo Fei1,Tian Qian1, Liu Jiaping1, Cai Nan2, Su Xiaojun2
    1.Jiangsu Research Institute of Building Science CO.,LTD, 12,Wanan West Road, Nanjing, Jiangsu, China,
    211103, figure1983@sohu.com
    2.Qinghai Upper Reaches of the Yellow River Hydropower Development
    CO.,LTD Construction Branch
    
    
  • 121-Analysis on the Data from Earthquake monitoring of Yele Dam
    Autores: Jianchun Chen1, Xunbo Wang2, Yunlong He，Kun Xiong3
    1—GUODINA Sichuan ABA Hydroelectric Power Development Co., Ltd., Chengdu 610041, China
    2—Yunnan Lubuge Consulting Co., Ltd., Kunming 650041, China
    3—State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University，
    Wuhan 430072, China
    
    
  • 122-Seismic Response Analysis for Yele Dam
    Autores: Jianchun Chen1, Furong Gao2, Xunbo Wang3
    1—GUODINA Sichuan ABA Hydroelectric Power Development Co., Ltd., Chengdu 610041, China
    2—GUODINA Sichuan Nanya River Basin Hydroelectric Power Development Co., Ltd.,
    Chengdu 610016, China
    3—Yunnan Lubuge Consulting Co., Ltd., Kunming 650051, China
    
    
  • 123-The statistical regression analysis to seepage-pressure
    Autores: Pei-xi Zheng, Xun-bo Wang
    Yunnan Lubuge Consulting Co., Ltd. ,Yunnan Kunming 650051
    
    
  • 124-Evaluation of 5.12 Wenchuan earthquake influence on the
    Autores: Pei-xi Zheng1, Jun-lin Liu2
    1、Yunnan Lubuge Consulting Co., Ltd. ,Yunnan Kunming 650051
    2、Institute of Water Conservancy and Hydroelectric Power of Wuhan university,Hubei Wuhan 430072
    
    
  • 125-Analysis and evaluation on the changes of fiber in the base of
    Autores: Pei-xi Zheng, Xun-bo Wang
    Yunnan Lubuge Consulting Co., Ltd. ,Yunnan Kunming 650051
    
    
  • 126-Influence of 5.12 Wenchuan earthquake on the security function of Yele dam
    Autores: Yangu Wu, Huidong Cui, Zhichu Teng
    Yunnan Lubuge Consulting Co., Ltd., Kunming Yunnan 650051
    
    
  • 127-Some analysis of 5.12 Wenchuan earthquake influence on the
    Autores: Jing Zhao, Peixi Zheng, Qian Wan, Yanping Dong
    Yunnan Lubuge Consultants Ltd. ,Yunnan Kunming 650051，dep.eng.technology@lubuge.com
    
    
  • 128-Briefly analyze the influence of the May 12 earthquake upon Qiaoqi dam
    Autores: LANG Xing-xue, WANG Xun-bo
    No.1, Bailong Road, Kunming City, Yunnan Province, China 650041, Lubuge Consulting Co., Ltd.,
    
    
  • 129-Analysis of the impact of May 12 Wenchuan earthquakes
    Autores: Xiong Chunfa, Dong Yanping, Wang Xunbo
    Yunnan Lubuge Consulting Co. Ltd, Kunming, Yunnan 650051
    
    
  • 130-STUDY ON CEMENTED-ROCKFILL DAM
    Autores: Peng Yunfeng, Hu Chao, Dong Jingyan
    College of Civil and Hydropower Engineering, China Three Gorges University
    
    
  • 131-Analyze on Development Prospects of 300m Level Ultra-high
    Autores: Wang Li-bin, Yao Qiao, Bi Ming-liang，Zhang Yan
    College of Civil & Hydropower Engineering Three Gorges University，on the 8th University Avenue Yichang
    
    
  • 132-Gradation prediction model of dam stone blasting and research on blasting technology
    Autores: CAI Hong - liang1, LIU Han - cheng1, CAI Yun - bo1, ZHU Kui – wei1, HE Guo - wei1
    1, Water Resources & Hydropower of Northeast China,No.2052,Beian
    Road ,Changchun,130061,h-t-cai@126.com
    
    
  • 133-RESEARCH ON THERMAL STRESS FOR CONCRETE
    Autores: Wang Ruijun ,Chen Yaolong, Fu Guodong, Geng Jiji
    Xi’an University of Technology, No.5 South Jinhua Road, Xi’an Shaanxi, Wrj3176@pub.xaonline.com
    
    
  • 134-Construction Technique of High Concrete Face
    Autores: Yang Wei, Fu Jiangang
    Sinohydro Bureau 15 Secondary Engineering Company Shaanxi Xi’an 710016
    
    
  • 135-Construction Supervision for Concrete Faced Rockfill Dam of
    Autor: Chen Zhenhua
    Sinohydro Bureau 16 Company Limited, No.82 Hudong Street，Fuzhou， 350003，chenzhenhua71@sina.com
    
    
  • 136-INFLUENCE OF ROCKFILL CHARACTERISTICS AND
    Autores: Yao Qiao1,2, Wu-Changbin2, Lu Wei2, Zhang Yan2
    1, College of Civil & Hydropower Engineering Three Gorges University，on the 8th University
    Avenue Yichang City, 443002 ,yanqiao666@163.com
    2, China institute of water reasources and hydropower research
    
    
  • 137-Tianshengqiao settlement analysis of a hydropower station dam
    Autores: Jia-Zhen Feng, Zhang-Yao Wei
    A People's Armed Police Corps hydropower Nanning, Guangxi，530028，jzf805@126.com
    
    
  • 138-Effective and economical production of hgh quality concrete for
    Autores: Son – La Dam; SeSan III and Ban Vae
    The Author Klaus Knoll, Bogenweilerstr. 89, 88348 Bad Saulgau / Germany, kl.knoll@web.de
    Liebherr-Mischtechnik GmbH, Im Elchgrund 12, 88427 Bad Schussenried / Germany
    
    
  • 139-RESEARCH AND CAPACITY BUILDING IN SMALL HYDRO POWER IN NIGERIA
    Autores: EDIANG OKUKU ARCHIBONG, ADELUGBA. T, A.,EDIANG A. ARCHIBONG, ETIOSA UYIGUE
    NIGERIAN METEOROLOGICAL AGENCY
    
    
  • 140-CONSTRUCTION OF THE CONCRET FACE, EL CAJON
    Autores: Amanda Garduno1, Renato Martínez2
    1, Comision Federal de Electricidad, Augusto Rodin 265, Colonia Nochebuena, D.F. CP 03720,Mexico.
    amanda.garduno@ cfe.gob.mx
    2, Comision Federal de Electricidad, Augusto Rodin 265, Colonia Nochebuena, D.F. CP 03720,Mexico.
    renato.martinez@ cfe.gob.mx
    
    
  • 141-CALCULATION OF ACTUAL VERTICAL DISPLACEMENT
    Autores: Ali Noorzad1, Seyed Mahdi Noorbakhsh2
    1, Faculty of Water Engineering, Water and Power University of Technology (PWUT), Tehran, Iran,
    Fax: +98(21)88792108, E-mail: noorzad@pwut.ac.ir
    2, Department of Dam Safety Management, Water Resource Management Company (IWRM), Tehran, Iran,
    E-mail: noorbakhsh@wrm.ir
    
    
  • 142-A CASE-STUDY OF CUA_DAT CFRD IN VIETNAM
    Autores: Giang Pham Hong, Michel Hotakhanh, Nga Pham Hong, Hoai Nam Nguyen,
    
    
  • 143-DISPLACEMENTS OF THE XINGó CONCRETE FACE
    Autores: Ricardo José Barbosa de SOUZA1, Aurélio Alves de VASCONCELOS2, Alberto Jorge C CAVALCANTI3
    Companhia Hidro Elétrica do São Francisco – CHESF
    Rua Delmiro Gouveia 333, Bongi Recife PE CEP 50761-901 Brazil.
    1, ricardob@chesf.gov.br；2, aurélio@chesf.gov.br；3, alberto@chesf.gov.br
    
    
  • 144-Evaluation of Mechanical Behavior of Rockfill
    Autores: A. Soroush 1, R. Jannatiaghdam 2
    1, Associate Professor, Civil and Environmental Engineering Department, Amirkabir University of
    Technology, Tehran, Iran, Fax:00982166414213, E-mail: soroush@aut.ac.ir
    2, Senior Geotechnical Engineer and Former Graduate Student of Amirkabir University of Technology,
    Tehran, Iran, Email: jannati@aut.ac.ir