Red Sandstone Aggregate Mixture Experimental Study of Dynamic Compaction High Fill Embankment

Article Preview

Abstract:

Direct shear tests by laboratory to study the red sandstone aggregate mixture under the action of water intensity decay law, got red sandstone aggregate mixture, fill high subgrade compaction experimental study, tests showed that dynamic compaction compacted earth and rock mix fill embankment feasible, Rayleigh Wave test results show that the effect of dynamic compaction compaction good.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

696-701

Citation:

Online since:

December 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2015 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Tang CaiYun. Settlement property and dynamic compaction improvement parameters study for red sandstone embankment [D]. Changsha:Changsha University of Science & Technology, 2012. (In Chinese).

Google Scholar

[2] Zhang HuaDong. Red sandstone embankment construction and quality evaluation of dynamic consolidation [J]. Highways & Automotive Applications. 2012. 152(5): 125~127. (In Chinese).

Google Scholar

[3] Zhong ZongMing. Collapsible loess roadbed construction and quality evaluation of dynamic consolidation [J]. Doors & Windows,. 2014: 269~271. (In Chinese).

Google Scholar

[4] Fang JianYu, Cao Lin, Duan Jie. Processing Measures Study about Dredging for Fill Subgrade in Changsha Expressway [J]. , Highway Engineering,. 2014, 39(1): 165~168. (In Chinese).

Google Scholar

[5] Guo Janyang,Impact rammer compaction problem (consolidation mechanism to explore one) [J]. Geotechnical Foundation, 1996, 10(2)35-39(In Chinese).

Google Scholar

[6] Menard L., Broise Y. Theoretical Practical Aspects of dynamic consolidation. Geotechnique, 1975, 25(1): 3~18.

Google Scholar

[7] Wang TieHong, Experimental research on the ground deformation and pore water pressure during 10000 kN·m high energy dynamic compaction. Chinese Journal of Geotechnical Engineering, 2005, 27(5): 709-712. (In Chinese).

Google Scholar

[8] Zuo MingQi, Dynamic Compaction foundation reinforcement [M]. Beijing: China Railway Publishing House. 1990. (In Chinese).

Google Scholar

[9] Fan Weiyuan. Several deal with the fundamental problem of foundation compaction method [J]. Journal Of TaiYuan University Of Technology, 1982(2): 15~26. (In Chinese).

Google Scholar

[10] Wang Shengyuan. Dynamic Compaction soft ground. Nanjing Hydrulic Research Institute. 1985(4): 79-96(In Chinese).

Google Scholar

[11] Qian Jiahuan, Qian Xuede. Theory and practice of dynamic consolidation [J]. Chinese Jounal of Geotechnical Engineering 1986 (6)25-28(In Chinese).

Google Scholar

[10] Chinese Academy of Architecture. Building foundations processing technical specifications (JGJ79-91) [S]. Beijing: China Planning Press, 1992(In Chinese).

Google Scholar

[11] Wang LiChao, Hu RuiLlin. Study on the Parameters Influencing on the Depth of Improvement [J]. Construction Technology, 2004, 33(1): 12~16. (In Chinese).

Google Scholar