Engineering · 2016 · 53 citations · 1 references
EngineeringCivil EngineeringEarthquake EngineeringSeismic DesignStructural EngineeringDam EngineeringDam GeologyGeotechnical DesignSeismic Design PrinciplesStructural DesignArch DamsDam ConstructionDam DesignDam Foundation DesignDam FoundationsDamsFoundationSeismic Analysis
Since 2000, China has built seven ultra‑high arch dams over 200 m, with three reaching 300 m, presenting challenges of high water pressure, seismic criteria, and complex geology that required safety breakthroughs. The paper aims to summarize key technological aspects of designing and constructing 300 m ultra‑high arch dams. It reviews foundation rock strength, dam base excavation, surface treatment, shape optimization, safety guidelines, seismic design, complex foundation treatment, concrete temperature control, and crack prevention. The experience from these projects should be valuable for future practitioners.
Starting with the Ertan arch dam (240 m high, 3300 MW) in 2000, China successfully built a total of seven ultra-high arch dams over 200 m tall by the end of 2014. Among these, the Jinping I (305 m), Xiaowan (294.5 m), and Xiluodu (285.5 m) arch dams have reached the 300 m height level (i.e., near or over 300 m), making them the tallest arch dams in the world. The design and construction of these 300 m ultra-high arch dams posed significant challenges, due to high water pressures, high seismic design criteria, and complex geological conditions. The engineering team successfully tackled these challenges and made critical breakthroughs, especially in the area of safety control. In this paper, the author summarizes various key technological aspects involved in the design and construction of 300 m ultra-high arch dams, including the strength and stability of foundation rock, excavation of the dam base and surface treatment, dam shape optimization, safety design guidelines, seismic analysis and design, treatment of a complex foundation, concrete temperature control, and crack prevention. The experience gained from these projects should be valuable for future practitioners.
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Discussion on slenderness coefficient of arch dams
Ren Qing · Journal of Hehai University · 2003 · 10 citations