Rapid Detection Method of Dr Value of Large Particle Size Filter Materials in Earth Rock-Filling Dam of NuoZhadu

Article Preview

Abstract:

On construction quality detection in high earth rock-filling dam, it is difficulty for testing the relative density Dr Value of large particle size filter materials. In this paper, we have effectively controlled the filling quality of filter material II in Nuozhadu core dam, and at the same time, explored and applied the rapid detection method of Dr Value of filter material II. Then studied the relationship between maximum, minimum dry density of the different grade material in the case of same compacted function and soil gradation parameters, and put forward a method of maximum and minimum dry density associated with particle composition, fitting relation curve between dry density and particle content less than 5mm(S5). By detecting the content of S5, it can be directly reached maximum and minimum dry density, and then calculate the Dr Value.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 368-373)

Pages:

2309-2313

Citation:

Online since:

October 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Qingguo Guo, Changzhi Cai. Research and application of construction practical technology for earth rock-filling dam [M].Zhengzhou: The Yellow River Water Conservancy Press (2004) (In chinese)

Google Scholar

[2] SL237-1999 Specification of soil test [S].Beijing: China Water Conservancy and Hydropower Press (1999) (In chinese)

Google Scholar

[3] DL/T5356-2006 Code for coarse-grained soil tests for hydropower and water conservancy engineering [S]. Beijing: China Electric Power Press (2006) (In chinese)

Google Scholar

[4] Qingguo Guo, Zhencao Liu. Water Resources﹠Water Engineering [J]. 3(1):12-21(1992) (In chinese)

Google Scholar

[5] Jungao Zhu, Houyang Weng, Xiaoming Wu, Hanlong Liu. Rock and Soil Mechanics[J]. 31(8):2394-2398(2010) (In chinese)

Google Scholar