The Study on Stripping Time of Concrete Lining in Construction of Derivation Tunnel in ASAHAN NO.1 Hydropower Station Project

Qin Long Yan; Hui Peng; Shi Yong Mao; Chong Yang Zheng; Shao Lin Liu; Shuai Liu

doi:10.4028/www.scientific.net/AMM.212-213.815

Paper Titles

Experimental Study of Hydrodynamic Effects of Submerged Breakwaters on the Slope
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Numerical Simulation of Expansion Effect of MgO Concrete
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Hydraulic Structure Design Concept and Practice - Tacheng Reservoir Project in Xinjiang as an Example
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Static Analysis of Bonding Steel Technique for Diversion Tunnel on Hualiangting Reservoir
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The Study on Stripping Time of Concrete Lining in Construction of Derivation Tunnel in ASAHAN NO.1 Hydropower Station Project
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The Baffle Blocks Effects of Pressure Characteristics on USBR III Basin Floor
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Study on Earthwork Allocation Balance of Nuozhadu's Core Rockfill Dam
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The Optimal Design of Sluice Chamber Connecting Tuanbo Reservoir and Inner Lake under City Road
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Stability Evaluation for Cut-Off Wall of Daning Reservoir during Operation Period
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 212-213The Study on Stripping Time of Concrete Lining in...

The Study on Stripping Time of Concrete Lining in Construction of Derivation Tunnel in ASAHAN NO.1 Hydropower Station Project

Abstract:

The length of the stripping time of the diversion tunnel concrete lining of hydropower station will affect construction speed of the lining and increase the project cost. In combination with the actual situation of derivation tunnel in ASAHAN NO.1 hydropower station project, and using concrete strength test and mathematical model calculation, this article explores the proper stripping time of side and roof arch steel trolley.