Crucial Geo-Qualities and Predominant Defects Treatment on Foundation Zones of Sino Mainland Xiluodu Arch Dam

Article Preview

Abstract:

Xiluodu arch dam of Xiluodu hydro-junction standing on Jinshajiang River is one of international super-hydropower-projects. Furthermore, this super arch dam lies in peculiarly complicated geographical location where the most dangerous geologies of Southern-western China live. So, the dam foundation condition must meet rigorous requirements on geological stability, mechanical-physical characters and permeability etc. Thereby, the key scientific objects include attitude of foundation surfaces, geological defects of main strata, blasting-excavation-substitution systematic construction for soft geo-layers. Based on practical survey on strata’s lithologic characters and geological structural traits from bank slopes as well as valley bed, researched comprehensively were the dam foundation weathering and unloading condition, the distribution of intra- and inter-formational disturbed belts, compressive belts and parental fissures. Particularly, discussed attentively was their quality assessment. The analyses results showed that the globally initial quality of dam foundation was super one and the local geological defects can be reinforced reliably by substitutive excavation in addition to intense consolidation grouting so as to meet constructive requirements of Xiluodu arch dam. The conclusion is the sophisticated process for blasting construction and comprehensively constructive management system is applicable. The blasting excavation produced smooth and completely split surfaces. The exposed strata’s blasting damage was controlled effectively. The geo-strata’s treatment met generally constructive safety requirements.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

1997-2001

Citation:

Online since:

January 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[5] 010] Nara, Y., Meredith, P. G. et al. 2011. Influence of macro-fractures and micro-fractures on permeability and elastic wave velocities in basalt at elevated pressure. Tectonophysics. 503(1-2), 52-59. [doi:10.1016/j.tecto.2010.09.027] Ramsis, B. S., Lin, Y., Jacqueline, B. 1996. Comparative study of methods of preparing hydraulic-head surfaces and the introduction of automated hydrogeological-GIS techniques. Journal of Hydrology. 185(1), 115-136. [doi:10.1016/0022-1694(95)03004-2] Rashad, S. M., Ismail, M. A. 2000. Environmental-impact assessment of hydro-power in Egypt. Applied Energy. 65(1-4), 285-302. [doi:10.1016/S0306-2619(99)00068-9] Song, I., Suh, M., Woo, Y. K., et al. 2004. Determination of the elastic modulus set of foliated rocks from ultrasonic velocity measurements. Engineering Geology. 72(3), 293- 308[doi:10.1016/j.enggeo.2003.10.003] Stephen, D. F., Young, R. P. 1998. Acoustic emission and ultrasonic-velocity methods used to characterise the excavation disturbance associated with deep tunnels in hard rock. Tectonophysics. 289(1-3), 1-15. [

Google Scholar