›› 2009, Vol. 30 ›› Issue (2): 567-571.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

The application of dynamic-static drainage consolidation method on a silt ground disposal project of Guangzhou

ZHANG Li-juan1, LI Zhang-ming1, HAN Jian2   

  1. 1. Construction Faculty, Guangdong University of Technology, Guangzhou 510006, China; 2. China Water Resources Pearl Rivel Planning Surveying & Designing Co. Ltd., Guangzhou 510610, China
  • Received:2007-05-10 Online:2009-02-10 Published:2011-01-27

Abstract:

The research based on silt ground disposal project of the first stage of Guangzhou Nanshataishan petrifaction storage area, the construction technology and idea of improving saturated soft clay with dynamic-static drainage consolidation method are described. Real time monitoring and inspecting are conducted during construction; improving effects are detected through pore water pressure, layer settlements and plate load tests etc. The results show that it is obvious to improve the silt with the new construction technology of low-energy and “few times and more cycles” dynamic compaction combined with precompression with soil load and the plastic vertical drain, the mechanical property and anti-deformation characteristics of silt are improved obviously. The whole consolidation effects are remarkable; physico-mechanical properties are better than expected.

Key words: dynamic-static drainage consolidation, silt foundation disposal, dynamic consolidation technology, plastic vertical drain, monitoring and inspecting

CLC Number: 

  • TU 470
[1] LE Chao , XU Chao , WU Xue-feng , JIN Ya-wei,. Experimental research on clogging characteristic of two types of PVD filters [J]. , 2014, 35(9): 2529-2534.
[2] ZHOU Hong-bo , LU Jian-hua , JIANG Jian-jun,. Test study on reclaimed land of Pudong Airport improved with dynamic and drain consolidation method [J]. , 2005, 26(11): 1779-1784.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LIU Xiao-wen,CHANG Li-jun,HU Xiao-rong. Experimental research of matric suction with water content and dry density of unsaturated laterite[J]. , 2009, 30(11): 3302 -3306 .
[2] HUANG Jian-hua,SONG Er-xiang. Research on mechanical properties of frozen curtain in large anchorage foundation pit engineering[J]. , 2009, 30(11): 3372 -3378 .
[3] WANG Guan-shi, LI Chang-hong, CHEN Bao-jun, LI Sh-ihai. Propagation law of stress wave in nonlinear structural surface medium[J]. , 2009, 30(12): 3747 -3752 .
[4] WANG Zhao-yang, XU Qiang, NI Wan-kui. Study of undisturbed loess stress-strain relation during CT test[J]. , 2010, 31(2): 387 -391 .
[5] WAN Shao-shi, NIAN Ting-kai, JIANG Jing-cai, LUAN Mao-tian. Discussion on several issues in slope stability analysis based on shear strength reduction finite element methods (SSR-FEM)[J]. , 2010, 31(7): 2283 -2288 .
[6] YAN Tie, LI Wei, BI Xue-liang. Research on effective stress model in porous media based on fractal method[J]. , 2010, 31(8): 2625 -2629 .
[7] LIU Jia, WANG Dong. Tension resistance and suction of plate anchor foundation in normally consolidated clay[J]. , 2009, 30(3): 735 -740 .
[8] XU Wei-sheng, CHAI Jun-rui, CHEN Xing-zhou, SUN Xu-shu. Study of nonlinear noncubic seepage in netwok rock and its application[J]. , 2009, 30(S1): 53 -57 .
[9] ZHAO Shang-yi, ZHENG Ying-ren, LI An-hong, QIU Wen-ping, TANG Xiao-song. Application of multi-row embedded anti-slide piles to landslide of Wulong county government[J]. , 2009, 30(S1): 160 -164 .
[10] ZHAO Yue-tang, LIN Jia-wei, SHI Lei. Research of spalling under impulse loading[J]. , 2011, 32(S2): 122 -126 .