›› 2012, Vol. 33 ›› Issue (4): 1087-1093.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Experimental research on impermeable characteristics of slurry cake in cutoff wall hole of coarse-grained soil

LI Jian-jun,SHAO Sheng-jun,YANG Fu-yin,YANG Chun-ming   

  1. Shaanxi Key Laboratory of Loess Mechanics and Engineering, Institute of Geotechnical Engineering, Xi’an University of Technology, Xi’an 710048, China
  • Received:2010-09-25 Online:2012-04-13 Published:2012-04-26

Abstract: In order to explore the seepage stability of slurry cake formed in the cutoff wall hole of coarse-grained soil, the impermeable characteristics of slurry cake are tested by the self-made slurry seepage apparatus. After the slurry cake wall is formed by the slurry seepage through sand samples with some particles gradation under some pressure difference, the seepage experiments of water passing through the frontal face of slurry cake or through the reversal face of slurry cake are carried out under some pressure difference. Through the analysis of test results, the following knowledge are obtained. The cutoff effect of slurry cake bearing with large gradient is significant. There are different seepage characteristics of slurry cakes formed under different pressure differences. The greater the pressure difference when the slurry cake are formed, the more compact the slurry cake is, the stronger the ability is to resist infiltration and damage, the smaller the permeability of the slurry cake is. The impermeability of water passing through reversal face of slurry cake under some pressure difference is smaller than through frontal face of slurry cake under same pressure difference. With the sustaining time of hydraulic action increasing, the structure of slurry cake will change and its seepage velocity also increases. Under the large hydraulic gradient action the slurry cake damage may occur under certain osmotic pressure difference. The critical hydraulic gradient is closely associated with the loading pressure difference of slurry cake formation. The larger the pressure difference is, the larger the critical hydraulic gradient is. On the contrary, the smaller the critical hydraulic gradient is. The above-mentioned knowledge has theoretical and practical importance that the design method and construction technology of cutoff wall in large depth covering layer is improved by investigating the impermeable characteristics of slurry cake.

Key words: large depth overburden layer, slurry seepage experiment, slurry cake, the impermeable characteristics

CLC Number: 

  • TV 443
No related articles found!
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] TAO Gan-qiang, YANG Shi-jiao, REN Feng-yu. Experimental research on granular flow characters of caved ore and rock[J]. , 2009, 30(10): 2950 -2954 .
[2] ZHANG Wen-jie,CHEN Yum-min. Pumping tests and leachate drawdown design in a municipal solid waste landfill[J]. , 2010, 31(1): 211 -215 .
[3] GONG Wei-li, AN Li-qian, ZHAO Hai-yan, MAO Ling-tao. Multiple scale characterization of CT image for coal rock fractures based on image description[J]. , 2010, 31(2): 371 -376 .
[4] WAN Zhi, DONG Hui, LIU Bao-chen. On choice of hyper-parameters of support vector machines for time series regression and prediction with orthogonal design[J]. , 2010, 31(2): 503 -508 .
[5] SUN Xi-yuan, LUAN Mao-tian, TANG Xiao-wei. Study of horizontal bearing capacity of bucket foundation on saturated soft clay ground[J]. , 2010, 31(2): 667 -672 .
[6] WANG Ming-nian, GUO Jun, LUO Lu-sen, Yu Yu, Yang Jian-min, Tan Zhon. Study of critical buried depth of large cross-section loess tunnel for high speed railway[J]. , 2010, 31(4): 1157 -1162 .
[7] TAN Feng-yi, Jiang Zhi-quan, Li Zhong-qiu, YAN Hui-he. Application of additive mass method to testing compacted density of filling material in Kunming new airport[J]. , 2010, 31(7): 2214 -2218 .
[8] CHAI Bo, YIN Kun-long, XIAO Yong-jun. Characteristics of weak-soft zones of Three Gorges Reservoir shoreline slope in new Badong county[J]. , 2010, 31(8): 2501 -2506 .
[9] YANG Zhao-liang, SUN Guan-hua, ZHENG Hong. Global method for stability analysis of slopes based on Pan’s maximum principle[J]. , 2011, 32(2): 559 -563 .
[10] WANG Guang-jin,YANG Chun-he ,ZHANG Chao,MA Hong-ling,KONG Xiang-yun ,HO. Research on particle size grading and slope stability analysis of super-high dumping site[J]. , 2011, 32(3): 905 -913 .