Skip to Main Content
Skip Nav Destination
ASME Press Select Proceedings

Geological Engineering: Proceedings of the 1st International Conference (ICGE 2007)

Editor
Baosong Ma
Baosong Ma
Search for other works by this author on:
ISBN:
9780791802922
No. of Pages:
1760
Publisher:
ASME Press
Publication date:
2009

Based on the supposed seepage model and the boundary conditions of the dam foundation, this paper, with numerical simulation and statistical method as research method, centers on the hydraulic gradient of the seepage field and the seepage stability of the dam foundation of Luhun Reservoir. According to the study, the dam functions well because when the reservoir is slowly filled with water, the hydraulic gradients of the cutoff trench, the belt of overflow, and the fault fracture zone of the dam foundation are much smaller than the allowable index, posing no danger to the stability of the dam foundation. This...

Abstract
Characteristics of the Dam Foundation
Seepage Model of the Dam Foundation
Hydraulic Gradient Prediction (Finite Element Method)
Hydraulic Gradient Prediction (Statistical Method)
Conclusions
Acknowledgment
References
This content is only available via PDF.
You do not currently have access to this chapter.
Close Modal

or Create an Account

Close Modal
Close Modal