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Phase Ⅲ RCC Cofferdam Construction of TGP
Zhang Shuguang
Strategic Study of CAE 2003, Volume 5, Issue 11, Pages 79-81
The phase Ⅲ RCC cofferdam construction belongs to the phase Ⅲ diversion works.the construction site and duration, both the concreting intensity and the rise height of the phase Ⅲ RCCcofferdam exceed the current construction level.
Keywords: TGP RCC cofferdam concrete
Dynamic simulation based optimized design method of concrete production system for RCC dam
ZHAO Chunju, ZHOU Yihong
Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 4, Pages 405-410 doi: 10.1007/s11709-007-0055-6
Keywords: interacted dynamic simulation construction resource RCC
Application of entropy-based fuzzy matter-element analysis in seepage monitoring of RCC dam
Chongshi GU, Zhijun ZHANG, Xin CAI, Yue HOU
Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 1, Pages 105-111 doi: 10.1007/s11709-010-0015-4
Keywords: information entropy fuzzy matter-element roller compacted concrete (RCC) dam seepage analysis
Dai Huichao
Strategic Study of CAE 2003, Volume 5, Issue 7, Pages 11-16
The deep water high earth-rock cofferdam in the 2nd phase construction of TGP is a hard and challengeDuring the period from 1998 to 2002, the cofferdam protected the construction pit of the left-bank damThe quality of the cofferdam is good, and it fulfilled the historical tasks satisfactorily.research, the design and construction, the organization and management, the safety monitor and the cofferdam
Keywords: TGP deep water high earth-rock cofferdam design constraction
A DSS for Management on the Jointly Discharging of Overtopped Cofferdam
Fang Debin,Wang Xianjia,Hu Zhigen
Strategic Study of CAE 2003, Volume 5, Issue 1, Pages 62-68
Management on the jointly discharging of overtopped cofferdam is a typical semi-structured problemdecision support system is designed to address the management on the jointly discharging of overtopped cofferdam
Keywords: overtopped cofferdam construction diversion management decision support system (DSS)
The lowering as a whole technology of Sutong Bridge 5 800 t weigh steel cofferdam
Zhang Xiongwen,Ren Huixing
Strategic Study of CAE 2010, Volume 12, Issue 2, Pages 22-26
Keywords: Sutong Bridge large steel cofferdam fabrication lowering as a whole synchronousness controlling
Intelligent compaction theory of high roller compacted concrete dam
Liu Donghai,Li Bingyang,Cui Bo
Strategic Study of CAE 2011, Volume 13, Issue 12, Pages 74-79
In the paper, the concept and realization process of intelligent compaction for high roller compacted concrete dam construction was presented, as well as the theory of real-time monitoring and intelligent feedback control. Based on the analysis of real-time compaction index, a multiple regression model of the dam compactness was established and a real-time estimation method of compaction quality of the entire work area for roller compacted concrete dam was proposed finally. The adaptive adjustment of the roller work parameters was achieved, with the speed, exciting force, the rolling pass and the compacted thickness meeting the standard during the entire construction process, and the compaction quality and construction efficiency can be both improved as a result. What's more, the research provides a new way for the construction quality control of roller compacted concrete dam.
Keywords: roller compacted concrete(RCC)dam quality control intelligent compaction real-time monitoring real-time
Scheme comparison on large-scale infrastructure construction in shoal areas
Xian Zhengquan,Liang Jinda,Zhao Lei
Strategic Study of CAE 2010, Volume 12, Issue 4, Pages 29-32
Keywords: shoal area large-scale infrastructure steel sheet pile cofferdam on building island
Design and construction of Sutong Bridge deep-water main pylon foundations
Ren Huixing,Ouyang Xiaoyong,He Maosheng,Yang Hong,Sun Keqiang
Strategic Study of CAE 2009, Volume 11, Issue 3, Pages 38-43
This paper, from three aspects including construction conditions, foundation design and construction, introduces some considerations in the designing of main-pylon foundations and some practical measures to deal with certain unfavorable construction conditions, such as deep water, tidal effect, soft stratum and heavy traffic, during the construction of main-pylon foundations.
Keywords: Sutong Bridge group-pile foundation steel cofferdam scour protection
Challenge and Innovation in Sutong Bridge Foundation Proje ct
You Qingzhong,Dong Xuewu,Wu Shouchang
Strategic Study of CAE 2007, Volume 9, Issue 6, Pages 22-26
Keywords: Sutong Bridge construction platform steel cofferdam collision structure lowering as awhole permanent
Studies on several dynamics problems in the design of the explosion water-well with steel-inner
Gu Wenbin,Chen Xueping,Liu Jianqing
Strategic Study of CAE 2013, Volume 15, Issue 10, Pages 71-79
Keywords: steel-inner dynamics analysis stress and strain response numerical simulation bubble curtain concrete cofferdam
Title Author Date Type Operation
Dynamic simulation based optimized design method of concrete production system for RCC dam
ZHAO Chunju, ZHOU Yihong
Journal Article
Application of entropy-based fuzzy matter-element analysis in seepage monitoring of RCC dam
Chongshi GU, Zhijun ZHANG, Xin CAI, Yue HOU
Journal Article
Science and Technology Innovation of the Deep Water High Earth-rock Cofferdam in the Three Gorges Project
Dai Huichao
Journal Article
A DSS for Management on the Jointly Discharging of Overtopped Cofferdam
Fang Debin,Wang Xianjia,Hu Zhigen
Journal Article
The lowering as a whole technology of Sutong Bridge 5 800 t weigh steel cofferdam
Zhang Xiongwen,Ren Huixing
Journal Article
Intelligent compaction theory of high roller compacted concrete dam
Liu Donghai,Li Bingyang,Cui Bo
Journal Article
Scheme comparison on large-scale infrastructure construction in shoal areas
Xian Zhengquan,Liang Jinda,Zhao Lei
Journal Article
Design and construction of Sutong Bridge deep-water main pylon foundations
Ren Huixing,Ouyang Xiaoyong,He Maosheng,Yang Hong,Sun Keqiang
Journal Article
Challenge and Innovation in Sutong Bridge Foundation Proje ct
You Qingzhong,Dong Xuewu,Wu Shouchang
Journal Article