›› 2017, Vol. 38 ›› Issue (1): 180-188.doi: 10.16285/j.rsm.2017.01.023

• Geotechnical Engineering • Previous Articles     Next Articles

An extended seepage tracking method by slot instead of hole curtain for modeling seepage behaviors of drainage holes curtains

YANG Lian-Zhi1, 2, HE Fan-min3, GAO Yang2   

  1. 1. School of Civil and Resources Engineering, University of Science and Technology Beijing, Beijing 100083, China; 2. College of Science, China Agricultural University, Beijing 100083, China; 3. Sichuan Energy Electric Power Development Co., Ltd, Chengdu, Sichuan 611130, China
  • Received:2015-01-10 Online:2017-01-11 Published:2018-06-05

CLC Number: 

  • TU 411

[1] CUI Meng, LIU Jie, HAN Shang-yu, HONG Bao-ning,. Development and application of microstructure change test system for soil tensile failure process [J]. , 2018, 39(11): 4278-4286.
[2] FENG Da-kuo, ZHANG Jian-min, . Influence of normal stiffness on 3D monotonic and cyclic behaviors of a gravel-structure interface [J]. , 2018, 39(11): 3929-3936.
[3] WANG Jia-quan, ZHANG Liang-liang, LIU Zheng-quan, ZHOU Yuan-wu. Large model test on geogrid reinforced sand soil foundation under dynamic loading [J]. , 2018, 39(10): 3539-3547.
[4] ZOU De-gao, TIAN Ji-rong, LIU Jing-mao, ZHOU Chen-guang, NING Fan-wei,. Three-dimensional shape of rockfill material and its influence on particle breakage [J]. , 2018, 39(10): 3525-3530.
[5] HUANG Wei, XIANG Wei, WANG Jing-e, CHENG Chao-jie, CUI De-shan, LIU Qing-bing,. Development and application of digital image processing technology based soil tensile apparatus [J]. , 2018, 39(9): 3486-3494.
[6] FENG Xiao-wei, WANG Wei, WANG Ru-bin, YUAN Shuang-shuang, ZHU Qi-zhi,. A rheological damage model of sandstone under water-rock chemical interaction [J]. , 2018, 39(9): 3340-3346.
[7] WANG Li-qin, SHAO Sheng-jun, ZHAO Cong, LU Zhong-gang,. Effect of initial structural property of loess on its compressive yield [J]. , 2018, 39(9): 3223-3228.
[8] WANG Xin-zhi, WENG Yi-ling, WANG Xing, CHEN Wei-jun, . Interlocking mechanism of calcareous soil [J]. , 2018, 39(9): 3113-3120.
[9] DUAN Xiao-meng, ZENG Li-feng, . Bearing structure of unsaturated soil and generalized structural properties [J]. , 2018, 39(9): 3103-3112.
[10] FAN Ning, NIAN Ting-kai, ZHAO Wei, LU Shuang, SONG Lei, YIN Ping,. Rheological test and strength model of submarine mud flow [J]. , 2018, 39(9): 3195-3202.
[11] FU Zi-guo, QIAO Deng-pan, GUO Zhong-lin, LI Ke-gang, XIE Jin-cheng, WANG Jia-xin. A model for calculating strength of ultra-fine tailings cemented hydraulic fill and its application [J]. , 2018, 39(9): 3147-3156.
[12] WU Ye, WANG Yin, YANG Qing. Experiment on drag force coefficient of calcareous sand in liquid considering the effect of particle shape [J]. , 2018, 39(9): 3203-3212.
[13] WANG Jun, WANG Chuang, HE Chuan, HU Xiong-yu, JIANG Ying-chao,. Heading stability analysis of EPB shield tunnel in sandy cobble ground using laboratory test and 3D DEM simulation [J]. , 2018, 39(8): 3038-3046.
[14] JI En-yue, ZHU Jun-gao, YU Ting, JIN Wei,. Analytic solution and test validation of membrane penetration [J]. , 2018, 39(8): 2780-2786.
[15] WANG Hai-bo, WU Qi, YANG Ping,. Effect of fines content on liquefaction resistance of saturated sandy soils [J]. , 2018, 39(8): 2771-2779.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!