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Theory and application of construction simulation for roller compaction of high core rock-fill dam
Zhong Denghua,Zhao Chensheng,Zhang Ping
Strategic Study of CAE 2011, Volume 13, Issue 12, Pages 28-32
Based on the overall analysis of roller compaction system of high corerock-fill dam, the theory of construction simulation for roller compaction is put forward and the simulationmodel is set up which can actually reflect the uncertainties of the rock-fill dam roller compactionThis study achievement has been applied to the filling unit construction process of the Nuozhadu highcore rock-fill dam to verify the reliability of the simulation model, which gives important guidance
Keywords: high core rock-fill dam roller compaction construction simulation
Influence of soft rock-fill material as dam embankment with central bituminous concrete membrane
Peter TSCHERNUTTER
Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 1, Pages 63-70 doi: 10.1007/s11709-010-0016-3
Keywords: embankment dam bituminous concrete membrane rock-fill material properties deformation behavior
Cui Bo,Hu Lianxing,Liu Donghai
Strategic Study of CAE 2011, Volume 13, Issue 12, Pages 91-96
In this paper, on the basis of research on high core rock-fill dam fillingrock-fill dam filling construction process, with the characteristics of real-time, high precision, automationrolling on dam surface.The monitoring system is applied in the construction field of the highest earth rock-fill dam in Asia, Nuozhadu core rock-fill dam, as the core component of the construction process control architecture
Keywords: high core rock-fill dam filling construction process real-time monitoring transportation to dam rollingon dam surface development and application
Jia’ao YU; Zhenzhong SHEN; Zhangxin HUANG
Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 6, Pages 762-780 doi: 10.1007/s11709-022-0847-8
Keywords: thick overburden built-in corridor stress deformation causes for damage concrete damaged plasticity
Key technologies of real-time construction control for major hydraulic and hydroelectric projects
Ma Hongqi,Zhong Denghua,Zhang Zongliang,Sun Yujun,Liu Donghai
Strategic Study of CAE 2011, Volume 13, Issue 12, Pages 20-27
Keywords: high core rock-fill dam high concrete dam construction quality construction schedule real-time monitoring digital dam
Study on the Model and Its Visualization for Dynamic Allocation of Earth
Hu Chengshun,Zheng Denghua,Zhang Jin,Hong Wen,Li Mingchao
Strategic Study of CAE 2003, Volume 5, Issue 12, Pages 73-79
Keywords: rock-fill dam construction earth allocation dynamic allocation linear programming visualization
Yuji KOHGO, Akira TAKAHASHI, Tomokazu SUZUKI,
Frontiers of Structural and Civil Engineering 2010, Volume 4, Issue 1, Pages 92-101 doi: 10.1007/s11709-010-0009-2
Keywords: fill dam consolidation analysis unsaturated geo-materials impounding construction
Wang Shougen
Strategic Study of CAE 2005, Volume 7, Issue 3, Pages 78-83
The abutment is the part where the by-pass seepage and contact erosion often happen to make the damnormally, which is the key point during design and construction, so Design Specifications for Rolled Earth-RockFill Dams (SL274-2001) require excavating into the slightly weathered rock mass for the core wall andThe spreading gradation earth-rock fill dam with crushed-stone-earth core wall is 123m high, and theThe treatment scheme for the highly weathering rock mass on both abutments and grouting tests and grouting
Keywords: Qiaoqi Hydropower Station earth-rock dam treatment of abutment highly weathered rock mass consolidation
Feng Jin, Duruo Huang, Michel Lino, Hu Zhou
Engineering 2024, Volume 32, Issue 1, Pages 100-106 doi: 10.1016/j.eng.2023.09.020
Over the past few decades, one of the most significant advances in dam construction has been the inventionof the rock-filled concrete (RFC) dam, which is constructed by pouring high-performance selfcompactingconcrete (HSCC) to fill the voids in preplaced large rocks. The innovative use of large rocks in dam construction provides engineers with a material that
Keywords: Rock-filled concrete dam Pouring compactness Effect of large rocks Intelligent quality control Unmanneddam construction
China's High Dams Construction and Research on Science and Technology
Chen Zongliang
Strategic Study of CAE 2000, Volume 2, Issue 12, Pages 84-89
Keywords: hydroelectric power high dam gravity dam arch dam roller compacted concrete dam (RC-CD) concrete facerockfill dam (CFRD)
Approaches to achieve high grain yield and high resource use efficiency in rice
Jianchang YANG
Frontiers of Agricultural Science and Engineering 2015, Volume 2, Issue 2, Pages 115-123 doi: 10.15302/J-FASE-2015055
Keywords: rice nitrogen-efficient cultivar grain fill harvest index nitrogen use efficiency water use efficiency
Challenges of high dam construction to computational mechanics
ZHANG Chuhan
Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 1, Pages 12-33 doi: 10.1007/s11709-007-0002-6
Keywords: reservoir engineering hydro-power development state-of-the-art computational earthquake
The Cemented Material Dam: A New, Environmentally Friendly Type of Dam
Jinsheng Jia, Michel Lino, Feng Jin, Cuiying Zheng
Engineering 2016, Volume 2, Issue 4, Pages 490-497 doi: 10.1016/J.ENG.2016.04.003
The first author proposed the concept of the cemented material dam (CMD) in 2009.This concept was aimed at building an environmentally friendly dam in a safer and more economical wayfor both the dam and the area downstream.The concept covers the cemented sand, gravel, and rock dam (CSGRD), the rockfill concrete (RFC) dam (or the cemented rockfill dam, CRD), and the cemented soil dam (CSD).
Keywords: Cemented material dam (CMD) Cemented sand,gravel,and rock dam (CSGRD) Rockfill concrete (RFC) dam Cementedrockfill dam (CRD) Cemented soil dam (CSD) Material properties
The Highest Dam in the World under Construction: The Shuangjiangkou Core-Wall Rockfill Dam
Shanping Li, Bin Duan
Engineering 2016, Volume 2, Issue 3, Pages 274-275 doi: 10.1016/J.ENG.2016.03.018
Frontiers in Energy 2023, Volume 17, Issue 4, Pages 555-566 doi: 10.1007/s11708-023-0882-8
Keywords: CC@BCN@PANI cathode Zn-ion hybrid supercapacitor core-shell nanoarrays high energy density ultra-high
Title Author Date Type Operation
Theory and application of construction simulation for roller compaction of high core rock-fill dam
Zhong Denghua,Zhao Chensheng,Zhang Ping
Journal Article
Influence of soft rock-fill material as dam embankment with central bituminous concrete membrane
Peter TSCHERNUTTER
Journal Article
Development and application of the real-time monitoring system for filling construction process of highcore rock-fill dam
Cui Bo,Hu Lianxing,Liu Donghai
Journal Article
Analysis on damage causes of built-in corridor in core rock-fill dam on thick overburden: A case study
Jia’ao YU; Zhenzhong SHEN; Zhangxin HUANG
Journal Article
Key technologies of real-time construction control for major hydraulic and hydroelectric projects
Ma Hongqi,Zhong Denghua,Zhang Zongliang,Sun Yujun,Liu Donghai
Journal Article
Study on the Model and Its Visualization for Dynamic Allocation of Earth
Hu Chengshun,Zheng Denghua,Zhang Jin,Hong Wen,Li Mingchao
Journal Article
Evaluation method of dam behavior during construction and reservoir filling and application to real dams
Yuji KOHGO, Akira TAKAHASHI, Tomokazu SUZUKI,
Journal Article
Treatment of Highly Weathered Rock Mass at the Abutment of Earth-Rock Dam in Qiaoqi Hydropower Project
Wang Shougen
Journal Article
A Brief Review of Rock-Filled Concrete Dams and Prospects for Next-Generation Concrete Dam Construction
Feng Jin, Duruo Huang, Michel Lino, Hu Zhou
Journal Article
China's High Dams Construction and Research on Science and Technology
Chen Zongliang
Journal Article
Approaches to achieve high grain yield and high resource use efficiency in rice
Jianchang YANG
Journal Article
The Cemented Material Dam: A New, Environmentally Friendly Type of Dam
Jinsheng Jia, Michel Lino, Feng Jin, Cuiying Zheng
Journal Article
The Highest Dam in the World under Construction: The Shuangjiangkou Core-Wall Rockfill Dam
Shanping Li, Bin Duan
Journal Article