Research for Seepage Prevention Type of Dam Foundation of Xiabandi Hydraulic Engineering in Xinjiang

Abstract:

Xiabandi hydraulic engineering is located in southern Xinjiang Pamirs, with the characteristics of" three high and one deep ", namely high-altitude, high seismic intensity, high slope and deep overburden^[. Therefore, treatment of deep overburden dam is a thorny problem, deal with problem of dam foundation deep overburden for quality and safe operation of the project is very important. This paper sitting under the hydraulic engineering project, according to the difficulty of construction, seepage effects and costs and other standards for deep overburden seepage form a comparison study, the final selection of a combination of vertical seepage curtain wall forms to solve the deep cover layer impermeable problems and provide valuable experience for future similar projects in design and construction^[2-4].

• Periodical: Applied Mechanics and Materials (Volumes 501-504)
• Pages: 1942-1946
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.501-504.1942
• Online since: January 2014
• Authors: Yu Cai Song*
• Keywords: Curtain Wall, Deep Overburden, Hydraulic Engineering, Impervious Form, Xiabandi

References

[1] Xinwen Qin. Journal of Engineering Geology. 2006(03).

[2] Xinwen Qin. Journal of Engineering Geology. 2006(04).

[3] Tao Zou. Water Conservancy Science and Technology and Economy. 2012(07).

[4] Shuguang Fan. Water Resources and Hydropower Engineering. 2012(10).