Study on Time Effect of Rock Fill Dam Seepage Line

Article Preview

Abstract:

In dam seepage line monitoring process, dam saturation line "inverted siphon" phenomenon appeared. In order to study the time effect, indoor model test were done. The dam seepage line rules and conditions were determined. The results show that when the reservoir water level dips, the dam seepage line with the decreasing of the water level will drop. But the changing has lagged far behind. Hysteresis and permeability dam, seepage path length, the upstream water level and other factors related to the rate of decline.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

2041-2044

Citation:

Online since:

July 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Weiqiao Wang, Qingsen Shang, chuan Wang, Weidong Cao: The plasticity of the Yellow River alluvial silt and compaction control standard analysis[J]. Journal of Shandong University (Engineering Science), 2003(5): 589-592.

Google Scholar

[2] Aiqin Shen, Xiangwen Li. Sand and low liquid limit hit-solid filling roadbed compaction mechanism and construction technology research[J]. China Journal of Highway and Transport, 2000, 13 (4): 12-15.

Google Scholar

[3] Haibo Liu. Saturated silt and cohesive plastic soil construction technology of subgrade reclamation[J]. Journal of East China Jiaotong University, 2003, 20(5): 23-25.

Google Scholar

[4] Congcong Liu, Gusheng Zhang. Experimental study of wet lime improved soil[J]. Construction in Shanxi, 2006, 32 (19): 145-146.

Google Scholar

[5] Fei Wen. Excessively wet soil treatment technology research[D]. Xi'an: Chang 'an University, (2004).

Google Scholar