3. Papers
On Shuibuya CFRD, China
1. Construction Summary on Shuibuya CFRD 233m
--------Wang Yunqing (Chief Eng. Shuibuya Construction Co.) 13p
2. KEY technologies used for anti-seepage and deformation control on Shuibuya CFRD
---Yang Qigui (Chief Eng. Changjiang Water Resources Commission) 7p
3. Inspection and treatment on concrete surface of 1st stage face slab of Shuibuya CFRD
---Yu Huaping (Manager-Project Contracting Co. CGGC) 8p
4. Construction management on the Shuibuya hydropower Station
--------Wang Jinyuan (former General Manager of Shuibuya Project) 9p
5. Macro decision-making and organizational management in construction of
Shuibuya High CFRD -----Zhang Jinquan (Deputy General Manager of CGGC) 8p
6. Design and application of new technologies in Shuibuya CFRD
-----Yang Qigui , Changjiang Water Resources Commission) 15p
7. Optimum research on cofferdam design and flood control protection on
the dam surface of Shuibuya dam
--Li Changcai ( Manager of Shuibuya Project) 9p
8. Application of new technologies in Shuibuya CFRD 15p
----Sun Yu (Chief Eng. Of Shuibuya Construction Bureau)
9. Grouting features of plinth of Shuibuya dam 10p
----Huang Zhidong (General Manager of East China Consulting Engineers)
10. Concrete placement of plinth and seepage control board of Shuibuya CFRD
----Ma Jiangquan (Engineer of 2nd Company of CGGC) 9p
11. Construction of concrete lining of emptying tunnel of Shuibuya Project
-----Yang Xingui (Senior Engineer of 2nd Company of CGGC) 8p
12. Anti-cracking measures for face concrete of Shuibuya CFRD
----Wang Qinyun （Senior Engineer of Shuibuya Construction Bureau） 10p
13. Control on filling quality of Shuibuya CFRD
---Zhu Yongguo (Senior Engineer of Shuibuya Construction Bureau) 10p
14. Preparation of cushion layer of Shuibuya CFRD
- --Zhu Yongguo (Senior Engineer of East China Design Institute) 9p
15. Construction and supervision on drainage system in the construction period
of Shuibuya CFRD
----Ren Linjun (General Manager of East China Consulting Engineers) 8p
16. Reasonable selection of compaction parameters for filling of
Shuibuya CFRD
------–Fu Jun (Project Manager of CGGC Research Institute) 10p
17. Study on construction mix proportion for 1st stage concrete of
Shuibuya CFRD
-----–Xiang Jilai (Project Manager of Shuibuya Construction Bureau) 8p
18. Construction and quality control on 1st stage concrete of Shuibuya CFRD
-------Qin Jingzhong (Manager-Project Contracting Co. CGGC) 10p
19. Quality control and progress on filling of Shuibuya CFRD dam
----Xu Honglan (Deputy Manager-Project Contracting Co. CGGC) 10p
20 .Heavy tamping technique used in deep gravel overburden on reverbed
of Shuibuya CFRD
------Li Kaiyuan (Chief Eng.-Project Contracting Co. CGGC) 9p
21. Blasting of dam materials for Shuibuuya CFRD
---Wan Hongbin (Deputy Chief Eng.-Project Contracting Co. CGGC) 9p
22. Grouting technique for plinth curtain of Shuibuya CFRD
----Gu Yongguo (Deputy Manager.-Project Contracting Co. CGGC) 9p
23. Filling technique for Shuibuya CFRD
----Zeng Maolin (Senior Eng..-Project Contracting Co. CGGC) 15p
24. Observation and analysis of surface deformation at extruded curb
of Shuibuya CFRD
---Wang Yawen (Chief Eng..-Project Contracting Co. CGGC) 18p
25. Test and optimization of mix proportion for face concrete of
Shuibuya CFRD
----Wang Yawen (Chief Eng..-Project Contracting Co. CGGC) 14p
26. Monitoring technology for Shuibuya CFRD
------Yuan Shengcun (Chief Eng..-Shuibuya Construction Co.) 9p
27. Application of GPS in quality control on filling of Shuibuya CFRD dam
--- Yang Zhanyu (Deputy Chief Eng..-Shuibuya Construction Co.) 10p
28. Study on filling methods for Shuibuya CFRD
-----Sun Yu (Chief Eng. Shuibuya Construction Co.) 12p
29. Rheology impact and control on Shuibuya CFRD
-----Hu Yin (Deputy Chief Eng. Shuibuya Construction Co.) 8p
30. Planning of earth-rock works and study on construction
scheduling for the face slab of Shuibuya CFRD
---Zeng Qianghu (Deputy Chief Eng. Shuibuya Construction Co.) 9p
31. Experimental research and successful application of the extruded
curb technique In high Shuibuya CFRD
----Gui Yunfeng (Senior Eng, Qingjiang Construction Co. CGGC ) 10p
32. Research and application of anti-crack technology for concrete face of
Shuibuya CFRD
----Deng Yinqi (Manager, Qingjiang Construction Co. CGGC ) 7p
33. Study on performance of fiber concrete of Shuibuya CFRD 6p
----Li Jiazheng ( Prof. Wuhan University )
34. Development of vertical displacement meter of telemetry and remote
and its usage in Shuibuya Project
---Li Nenghui (Chief Engineer of China Nanjin Research Institute ) 8p
On high CFRDs of 300m level in China
1. Review on the Research of Adaptability and Countermeasures
of 300 m-level
---- Yang Zeyan (Division head, China hydropower Consults Group) 12p
The project of "Adaptability and Countermeasure Research of 300 m -level
High CFRD" summarizes the construction of 200m level high CFRDs in China,
and conducts special researches on the main technical difficulties of proposed
300 m-level high CFRD. The research has obtained achievements for 300 m-level
high CFRD in following aspects: economic advantages and construction conditions,
material characteristics, section zoning and deformation control, slope stability
evaluation and deformation control standard, seepage control and the adaptability
of water stops, dam filling procedure and construction quality control. The research
concludes that the construction of300 m-level high CFRD is feasible after adopting
reasonable engineering and technical measures under certain conditions. The research
also proposes the direction and key issues for further study.
2. On key technology aspect of extra-high CFRDs
------Cao Keming ( Design Master of dam engineering , China) 8p
3. Reflect on Construction of extra-high CFRDs
--Jiang Guocheng ( Deputy Chief Eng., China Research Institute in Hydropower 10p
4. Development prospects of 300m level extra-high CFRDs in China from Shuibuya
high CFRD----------------- CFRD WORLD Editorial Department 15p
5. Brief introduction of study on adaptability and countermeasures for high CFRDs
of 300m level
-------Yang Zeyan (Division head, China hydropower Consults Group) 12p
6. Research supposition on characteristics of dam filling materials and dam zoning
of 300m level CFRDs
----Zhang Zhongliang ( Chief Eng. Kunming Design institute) 8p
7 Study on Optimization of filling in stage – level of CFRDs of 300m level 25p
------------Ren Shangqing (Former Chief Eng , CGGC ) 15p
8. Feasibility study on high CFRDs of 300n level
----- Kunming Investigation and Research Institute 8p
9. Study on economic advantages and construction requirements for
Gushui high CFRD of 300m level
---Qin Jianfu (Senior Eng. No. 9 Bureau, Sinohydro ) 9p
10. Preliminary study on the plan for Maji CFRD, 280m, 310m
----Deng yuguo (Chief Eng. Beijing Design Institute) 6p
11. Economic advantages and construction requirements for Cihaxia
high CFRD
----Bai Junguang (Senior Eng. Northwest Design Institute) 12p
-------------------------------------------------------------------------------------------------------------------
Papers on high CFRDs in China
1. Ideas for design and construction of high CFRDs
---------Sun Yu (Chief Eng. Shuibuya Construction Bureau) 12p
2. Development summary and review on world high CFRDs
----Deng Gang (Division head, China hydropower Consults Group) 17p
3. Deformation control on high CFRDs
---Yang Shiyuan ( Deputy Chief Eng. Kunming Design institute) 10
4. Analysis of influence of extrude curb on stress and strain at high CFRDs
----Tian Fuguo (Prof. Three Gorges University ) 7p
5. Feedback analysis and application of rheology parameters of rockfill mass
----Hu Yin (Deputy Chief Eng. Shuibuya Construction Co.) 5p
6. Design and practice of Tianshengqiao I CFRD, 178m
-----Zhang Zongliang ( Chief Eng. Kunming Design institute) 14p
7. Revelation on construction of Tianshengqiao I CFRD, 178m
------Xu Yong ( Deputy Chief Eng. Kunming Design institute) 17p
8. Deformation control techniques for 200m high Hongjiadu CFRD, 179.5m
--Jiang Guocheng ( Deputy Chief Eng., China Research Institute in Hydropower 12p
With regard to the existing problems in 200 m-high concrete face rockfill dams (CFRD)
and combined with the characteristics of Hongjiadu CFRD project, a study was performed
on the deformation characteristics and the deformation control techniques for the dam body.
The rules and characteristics of about 200 m-high CFRD were discussed. The dam deformation
could be controlled through the optimal choice of rockfill materials, reasonable division of
structural zone of rockfill and right rockfill compaction construction. Integrated techniques of
CFRD deformation control were brought forward, such as the quantity index for controlling rockfill
pre-settlement, the high compaction degree of rockfill, the shaping of steep abutment and the
filling of rockfill with higher modulus near the steep abutment and the filling of dam for small
height differemce as possible. Some goals as small dam deformation, no structural cracks and little
seepage through the dam were achieved by adopting the above integrated CFRD deformation control
techniques.
9. Grouting techniques for anti-seepage curtain of Hongjiadu CFRD 179.5m
---- Liu Shenglong ( Senior Eng., No. 9 bureau, Sinohydro) 9p
10. Placing scheme for main dam concrete construction of Sanbanxi CFRD, 185.5m
----------Hu Tao ( Senior Eng., No. 9 bureau, Sinohydro) 14p
11. Brief introduction to 1st stage filling construction of Sanbanxi CFRD, 185.5m
------Wei Yonghua ( Senior Eng., No. 9 bureau, Sinohydro) 15p
12. CFRD construction of 30 years in China
-----Chen Qian (ICFRD Secretary Genera) 19p
13. Performance aspect and analysis of monitoring data of CFRDs in China
----Li Nenghui (Chief Engineer of China Nanjin Research Institute ) 21p
14. Analysis of seismic reflection in CFRDs
----Zhao Jianming ( Chief Eng. of China Research Institute in Hydropower) 15p
15. Design of Up reservoir asphalt CFRD of Tianhuangping Pumped Storage Plant
----- Jiang Zhongjian (Deputy Chief Eng. of Tianhuangping Hydropower Plant) 15p
16. Design of filling materials and dam zoning of Jiangpinghe CFRD, 209m
---Ou Hongguang (Chief Eng. , South China Design Institute) 9p
17. Design and construction of Nalan CFRD, 109m
--Yang Heming (Deputy Chief Eng. Bureau 11 Sinohydro) 21p
18. Design of NiuNiu CFRD,161m
---Mu Gaoxiang (Design Chief Eng. , Chengdu Design Institute) 9p
19. Design of Yuitiao CFRD, 106m
----Ma Yao (Design Chief Eng. Of Niuniu CFRD, Chengdu Design Institute) 15p
20.Design and construction planning of CFRD of Yixing Pumped Storage Plant, 45.9m
----Jiang Songsheng (Chief Eng. Of Yixing Pumped Storage Plant) 15p
21. Design of plinth on deep alluvium of the Chahanwusu CFRD, 110m
----An Shenxin (Chief Eng. Of China Northwest Design Institute) 9p
22. Design of Tongbo overtopping CFRD, 70.6m
-----Jiang Zhongjian (Design Chief Eng. Of East China Design Institute) 10p
23. Deign and performance of Yushugou Overflow CFRD, 67.5m
-----Feng Wei (Design Chief Eng. Of Xinjiang Agricultural University ) 15p
24. Design of CFRD of Panlong Pumped Storage Station, 78.5m
-----Ning Shuisheng (Design Chief Eng. of South China Design Institute ) 9p
25. Design and construction of Toulingzi CFRD, 88.5m
-----Hu Meichun (Design Chief Eng.of Hubei Province Design Institute ) 11p
26. Design of plinth and foundation treatment of Xiaoxikou CFRD on
strong weathered base ,70m
----Yang Xaioming (Chief Eng. of Beijing HKOO Tech. Co. ) 11p
27. Design of heightening the extension of hongzhuhe CFRD 51.5
---Liu Jiaming (Design Chief Eng. of Hubei Province Design Institute ) 8p
28. High plinth used in layout of CFRD projects
--Yao Xiaoming (Design Chief Eng. of Hubei Province Design Institute ) 9p
29. Repair design of Gouhou CFRD , 55m 9p
----Yuan Hui ( Director of Qinghai Province Design Institute )
30. Design review of Heiquan CFRD ( gravel ) ,123.5m 18p
----Zhang Jiangpu ( Director of Heiquan Engineering Bureau )
31. Improvement of construction technology of CFRD in Hongjiadu CFRD, 179.5m
---He Zhenxiang (Chief Eng., Police Corps No 1, Armed Police Forces PLA）7p
32. Treatment on the main defects at face slab of Tianshengqian I, 178m
------Yu Zhongqiang (Chief Eng. Of Tianshengqiao I Hydropower Plant) 9p
33. Construction technology for Tianshengqiao I CFRD , 178m
--Wu Guiyao (Deputy Chief Eng.of Police Corps No 1, Armed Police Forces PLA）15p
34. New technologies used in construction of Gongboxia CFRD, 132.2m
----Wu Xzheng (Deputy Cjief Eng. Ertan Hydropower Development Co.) 7p
35. Treatment techniques for face concrete of Gongboxia CFRD, 132.2m
----Wu Xzheng (Deputy Cjief Eng. Ertan Hydropower Development Co.) 8p
36. Key technologies for Bajiaohe I CFRD, 113m
-----Zhou Pingji (General Manager of Bajaohe I Development Co.) 8p
37. Foundation treatment on ancient landslide mass at r Bajiaohe I CFRD, 113m
------Nu Xinjian (Senior Eng. Of South China design Institute) 8p
38. Application of concrete extruded curb in Nalan CFRD, 109m
------Xu Gengxiao ( Deputy Chief Eng. No.11 Bureau of Sinohydro ) 9p
39. Blasting technique applied in spillway excavation of Panshitou Riservior
with a CFRD, 102.2m
---Chen Xiaohua (Senior Eng.of Police Corps No 1, Armed Police Forces PLA）
40. Chamber blasting technology used in exploitation of dam materials for CFRDs
- ---Qin Changlin (Chief Eng. Panshitou Construction Management Bureau) 7p
41. Filling quality of Huashan CFRD, 60.8m
------Chen Weiqun (Deputy Chief Eng. South China Design Institute) 6p
42. Filling techniques for Toulingzi CFRD, 88.5m
------Zhang Yongchun(Chief Eng. No.5 Bureau of Sinohydro ) 10p
43. Brief analysis of detection techniques for compactionness in CFRDs
-----Zhao Xiuming (Director of Panshitou Construction Management Bureau) 8p
44. Construction and Management on Yubeishan CFRD, 72m
----Gao Yinzhang Deputy Chief Eng. No.5 Bureau of Sinohydro ) 9p
45. Analysis on filling intensity of Liyang CFRD, 161m
-----feng Haipo (Senior Eng. China hydropower consultants) 9p
46. Treatment on plinth base Yutiao CFRD, 106m
-----Li Tingyou (Senior Eng. China Chengdu Design Institute) 6p
47. Optimization of concrete mix ratio for Gaotang CFRD, 110.8m
----Xie Shijian (Chief Eng. No.2 Bureau for Hydropwer , Guangdong Province) 8p
48. Double-mixture technology of polypropylene fiber and MgO used in
face concrete of Hongjiadu CFRD, 179.5m
-----Zhu zhixian (Chief Eng.of Police Corps No 1, Armed Police Forces PLA） 8p
49. Design of excavation and treatment on dam foundation of Sanbanxi CFRD, 185.5m
--Ning Yongsheng (Senior Eng. South China Design Institute) 9p
50. Integral joint molding technology for copper waterstops for high CFRDs
---- Pei Hualin (Yunma Aircraft Factory, Guizhou) 9p
51. Design and application of roller type copper water stop machine in
Panshitou CFRD, 102.2m
---Li wenying (Deputy Chief Eng.of Police Corps No 1, Armed Police Forces PLA）7p
52. Simulation study on concrete mix for extruded curb
----Gu Zhigang (Prof, Vocational Technical College of Three Gorges University) 8p
53. Tape-out of perimeter sealing system of Gongboxia CFRD, 139m
-------Wang Hongxun (Director, Yellow River Upstream Hydropower Co. ) 7p
54. Design and mechanical installation of waterstops for Gongboxia CFRD, 139m
-------- Shi Sicun( Deputy Director, Yellow River Upstream Hydropower Co. ) 7p
55. Filling technologies for concrete face slab of Gongboxia CFRD, 139m
-----Hong Di (Chief Eng, Yellow River Upstream Hydropower Co. ) 9p
56. Fracture characteristics, causes and treating techniques for face slabs of
Tianshengqiao I CFRD, 178m
-------Liu Zejun (Manager, Tianshengqiao I Hydropower Plant ) 15p
57. Settlement characteristics of Tianshengqiao I CFRD dam, 178m
----Liu Chun (Chief Eng, Tianshengqiao I Hydropower Plant ) 11p
58. Analysis on observation data of deformation and stress-strain at
Wuluwati CFRD, 133m
-----Wang Shaosheng (China Nanjin Hydropower Research Instiutte) 8p
59. Formation causes and prevention for concrete face slabs of CFRDs
----Lu Dian (Director , Research Institute of No.12 Bureau, Sinohydro) 11p
60. Brief discussion on performance and maintains of CFRDs in cold areas
-----Guo Yan (Director of Songjiang Hydropower Plant) 6p
61. Discussion on fracture mechanism and prevention measures for high CFRDs
------Wang Qingyun ( Deputy Chief Eng. Shuibuya Construction Co.) 7p
62. Research results of key technologies for CFRDs on deep overburden foundation
----Sun Yongjuan (Division head, China Hydropower consults Group) 15p
63. Study on dam zoning of high CFRDs
-----Liu Zeping (Senior Eng., China Water and Hydropower Institute) 15p
64. Study on computer simulation system for bench blasting tests on
Construction of hydropower projects
-------Fu Zhian (Director, Sinohydro Science Development Co. ) 13p
65. Research on stress deformation characteristics of CFRDs on deep overburden
----Shao Yu (Senior Eng., China Water and Hydropower Institute) 10p
66. Engineering characteristics of rockfill materials of soft rocks
----Zhou Xiaoguang (Senior Eng., China Water and Hydropower Institute) 10p
67. Research progress of safety evaluation for CFRDs
-----Zhang Jianming ( Prof. Qinghua University) 15p
68. Study on type of waterstops and their application of face joints of dams
filled with supper hard rocks
----Xia Jianping (Senior Eng., South China Design Institute) 13p
69. Back analysis on constitutive model parameters of overburden soil mass
----Liu Xiaosheng (Senior Eng., China Water and Hydropower Institute) 12p
70. Applicable study on large centrifugal model test in CFRDs
---- Liang Jianhui (Senior Eng., China Water and Hydropower Institute) 11p
71. Study on static and dynamic engineering characteristics of overburden base
and dam body materials
-------Chen Nin (Senior Eng., China Water and Hydropower Institute) 4p
72. Research on blasting excavation technology for soft rock materials of CFRDs
----Fu Haifeng (Senior Eng., China Water and Hydropower Institute) 10p
73. Problem research on reduction of ratio of oversized rockfills of CFRDs
Excavated by chamber blasting
---- -Fu Haifeng (Senior Eng., China Water and Hydropower Institute) 10p
74. Experimental research on the rockfills with marlstone of CFRDs
----- Ma Changshun (Director, Panshitou River Authority ) 6p
75. Study of combined control on seepage at deep alluvium and upper dam-body
--------Wei Yingqi (Senior Eng., China Water and Hydropower Institute) 6p
76. Brief analysis of anti-crack characteristics of face slab of Xiaoxikou CFRD 70m
-----Yao Xiaoming (Senior Eng. Beijing HKOO Tech. Co. ) 9p
77. Study on anti-crack techniques for concrete face slab of Panshitou CFRD, 102.2m
----- Ma Changshun (Director, Panshitou River Authority ) 8p
78. Study on compaction law of filling Materials for Nalan CFRD, 109m
------ Luo Wei (Senior Eng. No.11 Bureau, Sinohydro) 8p
79. Impact and countermeasures on construction due to design of a narrow plinth
----- Wang Dejun( Senior Eng. Police Corps No 1, Armed Police Forces PLA) 5p
80. Brief discussion on cracking at high CFRDs
---Wu Guiyao( Deputy Chief Eng. Police Corps No 1, Armed Police Forces PLA) 4p
81. Bang pressure test no-site at overburden of Chahanwusu CFRD, 110m
----Liu Qiwang (Senior Eng., China Water and Hydropower Institute) 9p
82. study on flood control scheme for Sanbanxi CFRD, 185.5m
-----Cai Changguang (Deputy Chie Eng., South China Design Institute ) 9p
83. Study on new explosion open technology for emptying tunnel of CFRDs
----- Fu Haifeng (Senior Eng., China Water and Hydropower Institute) 5p
84. Analysis of seismic safety of face slab of CFRDs on overburden
- Fu Haifeng (Deputy Chief Eng. of China Research Institute in Hydropower) 6p
85. On durability of concrete of anti-seepage face slab
------ Feng Jiaji (,Prof. Xinjiang Agricultural University ) 14p
86. Modeling theory and experimental basis for nonlinear decoupling K - G
Model for soil mass
------Gao Lianshi (Prof. Qinghua University ) 20p
87. New ideas for broken line face slab reducing tension stress at face slab
----Li Nenghui (Chief Engineer of China Nanjin Research Institute ) 16p
88. New ideas for circular diaphragm wall reducing tension stress at the wall
---------Li Nenghui (Chief Engineer of China Nanjin Research Institute ) 10p
89. Discussion on formation cause and prevention of face cracks of high CFRDs
------Ding Yuquan (Deputy Chief Eng. Construction institute, CGGC) 9p
90. Cementitious capillary crystalline waterproofing materials used for treating
face cracking of CFRDs
------Wang Hongpeng ( Manager, Pasika Waterproofing System Co.
Shenzhen, China) 7p
91. Application of transient surface wave test technology in Chahanwusu CFRD,107.6m
---Liu Xiaosheng (Senior Eng., China Water and Hydropower Institute) 7p
92. New progress of joint sealing techniques for CFRDs
------Hao Jutao (Deputy Chief Eng. China Research Institute in Hydropower) 5p
93. Summary of construction techniques of Hongjiadu CFRD, 179.5m
-----Shen Zhenggang (Senior Eng., Guiyang Design Institute) 15p
94. On shrinkage crack at face slab
---Dong Yujian (Chief Engineer of China Hydropower Consulting Group Co) 6p
95. Layout of bank spillway of CFRD and analysis of hydraulics problems
–Zhang Xiong (Chief Eng. of South China Design Institute ) 19p
