›› 2012, Vol. 33 ›› Issue (9): 2569-2574.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Study of size and wall effects in seepage test of broadly graded coarse materials

ZHU Guo-sheng1, 2, ZHANG Jia-fa1, 2, CHEN Jin-song1, 2, HU Zhi-jing1, 2   

  1. 1. Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Yangtze River Scientific Research Institute, Wuhan 430010, China; 2. National Research Center for Dam Safety Technology, Yangtze River Scientific Research Institute, Wuhan 430010, China
  • Received:2012-05-10 Online:2012-09-11 Published:2012-09-12

Abstract: Size effect and wall effect are very common problems in seepage test of broadly graded coarse materials. A series of seepage tests are performed. The size effect is analyzed and the principle for apparatus size selection is studied. It is proposed that the apparatus diameter is not less than 6 times of test material’s d85. Effects of different methods for treating grains of size over limit on permeability test results are discussed. It is concluded that carefully taking equivalently alternative method is acceptable; while scale method is not. The wall effect is discussed and the thickness of wall treatment layer is proposed.

Key words: seepage test, size effect, wall effect, oversize treatment

CLC Number: 

  • TU 411
[1] ZUO Yong-zhen, ZHAO Na. Experimental study on the seepage filter protection of core-wall material slurry under extreme conditions [J]. Rock and Soil Mechanics, 2020, 41(2): 520-526.
[2] YAN Chao-ping, LONG Zhi-lin, ZHOU Yi-chun, KUANG Du-min, CHEN Jia-min, . Investigation on the effects of confining pressure and particle size of shear characteristics of calcareous sand [J]. Rock and Soil Mechanics, 2020, 41(2): 581-591.
[3] WANG Gang, WEI Lin-yi, WEI Xing, ZHANG Jian-min. Permeability evolution of compacted clay during triaxial compression [J]. Rock and Soil Mechanics, 2020, 41(1): 32-38.
[4] ZHOU Meng-jia, WEN Yan-feng, DENG Gang, WANG Yun-jia, SONG Er-xiang, . Three-dimensional discrete element simulation of random breaking strength and size effect in single particle splitting test of rockfill [J]. Rock and Soil Mechanics, 2019, 40(S1): 503-510.
[5] LIU Meng-shi, LUO Qiang, JIANG Liang-wei, LU Qing-yuan, LIANG Duo-wei, . Boundary pore characteristics and optimal treatment thickness in seepage test of coarse grained soil [J]. Rock and Soil Mechanics, 2019, 40(5): 1787-1796.
[6] GAO Gui-yun, WANG Cheng-hu, WANG Chun-quan,. Optimal size range study of rock specimen for double concentric annular core direct tensile test [J]. , 2018, 39(S1): 191-202.
[7] LI Yang, SHE Cheng-xue. Numerical simulation of effect of size on crushing strength of rockfill grains using particle flow code [J]. , 2018, 39(8): 2951-2959.
[8] SU Hui, YANG Jia-qi, HU Bao-wen, GAO Xuan, MA Hui, . Study of particle size effect of rock model based on particle discrete element method [J]. Rock and Soil Mechanics, 2018, 39(12): 4642-4651.
[9] XUE Chen, FU Wen-xi, HE Si-ming,. Development of assembled variable dimension direct shear apparatus [J]. , 2018, 39(10): 3907-3914.
[10] ZHOU Hai-juan, MA Gang, YUAN Weir, ZHOU Wei, CHANG Xiao-lin, . Size effect on the crushing strengths of rock particles [J]. , 2017, 38(8): 2425-2433.
[11] ZHANG Yu-cheng, YANG Guang-hua, HU Hai-ying, LIU Xiangyu-yu, LUO Yi-dao, JIANG Yan,. Discussion on size effect of plate loading test and determination of bearing capacity of subgrade [J]. , 2016, 37(S2): 263-272.
[12] WANG Hong-xin. Size effect of foundation pits and calculation method of safety factor of heave-resistant stability considering excavation width [J]. , 2016, 37(S2): 433-441.
[13] WANG Qing-yuan ,ZHU Wan-cheng ,LIU Hong-lei ,NIU Lei-lei ,LI Ru-fei , . Size effect of long-term strength of sandstone under uniaxial compression [J]. , 2016, 37(4): 981-990.
[14] LIANG Chang-yu, LI Xiao, WU Shu-ren,. Research on energy characteristics of size effect of granite under low / intermediate strain rates [J]. , 2016, 37(12): 3472-3480.
[15] FENG De-luan , FANG Ying-guang , . Theoretical and experimental study of particle size effect of direct shear mechanical properties of soil [J]. , 2015, 36(S2): 81-88.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] ZHANG Guang-ming, LIU He, ZHANG Jin, WU Heng-an, WANG Xiu-xi. Mathematical model and nonlinear finite element equation for reservoir fluid-solid coupling[J]. , 2010, 31(5): 1657 -1662 .
[2] XU Ming, CHEN Jin-feng, SONG Er-xiang. Large scale triaxial testing of Douposi moderately-to-slightly weathered fill materials[J]. , 2010, 31(8): 2496 -2500 .
[3] RAN Long, HU Qi. Analysis of seepage failure of deep foundation pit in silty sand[J]. , 2009, 30(1): 241 -245 .
[4] LI Jun-cai,JI Guang-qiang,SONG Gui-hua,ZHANG Qiong,WANG Zhi-liang,YAN Xiao-min. In-situ measurement and analysis of sparse pile-raft foundation of high-rise building[J]. , 2009, 30(4): 1018 -1022 .
[5] WEI Ning,LI Xiao-chun,WANG Yan,GU Zhi-meng. Resources quantity and utilization prospect of methane in municipal solid waste landfills[J]. , 2009, 30(6): 1687 -1692 .
[6] YIN Hong-lei,XU Qian-jun,LI Zhong-kui. Effect of swelling deformation on stability of expansive soil slope[J]. , 2009, 30(8): 2506 -2510 .
[7] WANG Ke-liang, LIU Ling, SUI Tong-bo , XU Yun-hai, HU Ting-zheng. Experiment research on anti-shear(cut)performance of dam bedrock-rubber powder modified concrete in-situ[J]. , 2011, 32(3): 753 -756 .
[8] LIN Da-ming1,2,SHANG Yan-jun1,SUN Fu-jun3,SUN Yuan-chun1,2,WU Feng-bo1,2,LIU Zhi. Study of strength assessment of rock mass and application[J]. , 2011, 32(3): 837 -842 .
[9] WU Jian,FENG Shao-kong,LI Hong-jie. Study of automatically extracting structural plane parameters from borehole images[J]. , 2011, 32(3): 951 -957 .
[10] LI Jian-jun,SHAO Sheng-jun,YANG Fu-yin,YANG Chun-ming. Experimental research on impermeable characteristics of slurry cake in cutoff wall hole of coarse-grained soil[J]. , 2012, 33(4): 1087 -1093 .