Upstream Slope Ratio Effects on the Heel Stress of Concrete Gravity Dam

Fen Hua Li; Fang Xing Xu; Dong Hai Lu

doi:10.4028/www.scientific.net/AMR.1065-1069.663

Paper Titles

Study on Karst Features and its Influence on the Project of Wudongde Hydropower Station of Jinsha River
p.638

Study on the Influence of Tailrace Tunnel Outlet Bottom Slope on Water Level Fluctuation in the Tailrace Surge Tank
p.644

The Calculation on Discharge Capacity of the Porous Pipe
p.650

Three-Dimensional Dynamic Visual Simulation of Slope Instability of Barrier Landslide
p.658

Upstream Slope Ratio Effects on the Heel Stress of Concrete Gravity Dam
p.663

Airport Runway Debris Edge Detection Algorithm
p.671

Analysis of the Surface Structure Variability of Capital Airport Road
p.675

Analysis on the Effect of Expressway Horizontal Curve Radius on the Driver's Visual Features
p.679

Asphalt Recycling Agent Diffusion Evaluation Method
p.683

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069Upstream Slope Ratio Effects on the Heel Stress of...

Upstream Slope Ratio Effects on the Heel Stress of Concrete Gravity Dam

Abstract:

Heel is a critical area due to the high-gradient when the stress of a concrete gravity dam is analyzed. This article employed ANSYS, a kind of structure analysis software, to establish a two-dimensional model and to analyze the stress of a concrete gravity dam with Finite Element Method. Then the effects of upstream slope ratio on the stress of the dam heel in the operating conditions were researched and some valuable conclusions drawn from this paper can be adopted by the designer of concrete gravity dam.

You might also be interested in these eBooks

Civil, Structural and Environmental Engineering III

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

663-667

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.663

Citation:

Cite this paper

Online since:

December 2014

Authors:

Fen Hua Li, Fang Xing Xu*, Dong Hai Lu

Keywords:

ANSYS, Concrete Gravity Dam, Slope Ratio of Upstream, Stress of Dam Heel

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Jiazheng Pan.: Gravity dam design (Water Resources and Electric Power Press, China 1987). (In Chinese).

Google Scholar

[2] Fenhua Li, Xuekun Cui and Jian Xing: submitted to Water Resources and Hydropower Engineering(2009) . (In Chinese).

Google Scholar

[3] Liubin Yan, Zhi Chen and GuoShao Su: submitted to Journal of Hydroelectric(2010). (In Chinese).

Google Scholar

[4] Zheng Jian, Songmei Huang: submitted to Journal of Shanxi Water Power(1993). (In Chinese).

Google Scholar

[5] Qiang Yang, Fushen Liu and Weiyuan Zhou: submitted to Journal of Hydroelectric(2006). (In Chinese).

Google Scholar

[6] Qiang Yang, Hao Wu and Weiyuan Zhou: submitted to Journal of Hydraulic Engineering(2005). (In Chinese).

Google Scholar

[7] Chuntao Wang, Jijian Lian: submitted to Water Resources and Hydropower Engineering(2003). (In Chinese).

Google Scholar

[8] Qingping Yang, Junjie Li: submitted to Journal of Hydraulic Engineering(2000). (In Chinese).

Google Scholar