Development of design mix roller compacted concrete dam at Middle Vaitarana

被引:8
作者
Ashtankar, V. B. [1 ]
Chore, H. S. [2 ]
机构
[1] MCGM Ft, Middle Vaitarna Dam Project, Bombay 400001, Maharashtra, India
[2] Datta Meghe Coll Engn, Dept Civil Engn, Airoli 400708, Navi Mumbai, India
关键词
Conventionally vibrated concrete (CVC); Roller compacted concrete (RCC); Compaction; Layers; Placement; Zero slump;
D O I
10.12989/acc.2014.2.2.125
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The development in roller compacted concrete (RCC) is replacing the conventionally vibrated concrete (CVC) for faster construction of dam during last three-four decades. Notwithstanding, there have been relatively less works reported on the utilization of RCC in dam constructions, especially the dams having considerable height. Further, the Ghatgar dam was the only dam in the tropical country like India constructed using the technology of RCC until two years back. However, with the completion of 102.4 m high Middle Vaitarana Dam (MVD), owned by Muncipal Corporation of Greater Mumbai (MCGM), India, has become the first largest roller compacted concrete dam. The paper traces step by step aspects of the mix design of RCC in respect of the afore-mentioned project besides the construction aspects; and also, demonstrates as to how 12.15 lacs cubic meter of roller compacted concrete was placed within the record duration of 15.2 months, thus, rendering the MVD as the ninth fastest RCC dam in the world. The paper also discusses the various mix proportioning, quality control, constructional features and instrumentation with respect to the high RCC dam such as Middle Vaitarana.
引用
收藏
页码:125 / 144
页数:20
相关论文
共 18 条
[1]   Strength properties of high-volume fly ash roller compacted and workable concrete, and influence of curing condition [J].
Atis, CD .
CEMENT AND CONCRETE RESEARCH, 2005, 35 (06) :1112-1121
[2]   Simulation of construction of RCC dams. II: Stress and damage [J].
Cervera, M ;
Oliver, J ;
Prato, T .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2000, 126 (09) :1062-1069
[3]  
Dunston M. R. H., 2009, INT J HYDROPOWER DAM, V1, P2009
[4]  
Dunston M. R. H., 2009, MIDDLE VAITARA UNPUB
[5]  
Francesco A., 2003, P 7 ICOLD BENCHM WOR
[6]  
Hansen K., 1992, P C ROLL COMP CONCR
[7]   Innovative Design and Construction of a High RCC Gravity Dam in High Seismic Intensity Region [J].
Hong, Yong-Wen ;
Du, Cheng-Bin ;
Jiang, Shou-Yan .
PRACTICE PERIODICAL ON STRUCTURAL DESIGN AND CONSTRUCTION, 2011, 16 (02) :67-72
[9]   Effect of silica fume and fly ash on heat of hydration of Portland cement [J].
Langan, BW ;
Weng, K ;
Ward, MA .
CEMENT AND CONCRETE RESEARCH, 2002, 32 (07) :1045-1051
[10]  
Luna R., 2005, J CONST ENG MNGT, V125, P362