›› 2006, Vol. 27 ›› Issue (1): 168-172.

• Fundamental Theroy and Experimental Research • Previous Articles    

A new large direct shear apparatus for field and laboratory test (I): configuration

MIN Hong1, LIU Xiao-li1, WEI Jin-bing1, DENG Jian-hui1, Tham L. G.2, Lee C. F.2   

  1. 1.Key Laboratory of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; 2.Department of Civil Engineering, University of Hong Kong, Hong Kong, China
  • Received:2004-12-03 Online:2006-01-10 Published:2013-10-31

Abstract: Direct shear apparatus (DSA)has been widely used in the world for testing soil shear strength in geotechnical engineering. This paper illustrates the research work on configuration of DSA and its development at present. Then, a new large direct shear apparatus is analyzed in detail from its configuration, shear mechanism and characteristics. Compared with the conventional DSA, the new large DSA has more advantages and it can be used in field and laboratory test with accurate results.

Key words: large direct shear apparatus, direct shear test, shear mechanism

CLC Number: 

  • TU 411.7
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
  • [1] LI Wen-Xuan, BIAN Shi-hai , LI Guo-ying, WU Jun-jie, . Interface model of coarse-grained soils and its application in earth rock dam [J]. Rock and Soil Mechanics, 2019, 40(6): 2379-2388.
    [2] CHEN Guo-qing, TANG Peng, LI Guang-ming, ZHANG Guang-ze, WANG Dong, . Analysis of acoustic emission frequency spectrum characteristics and main fracture precursor of rock bridge in direct shear test [J]. Rock and Soil Mechanics, 2019, 40(5): 1649-1656.
    [3] ZHOU Hui, CHENG Guang-tan, ZHU Yong, CHEN Jun, LU Jing-jing, CUI Guo-jian, YANG Pin-qing, . Experimental study of shear deformation characteristics of marble dentate joints [J]. Rock and Soil Mechanics, 2019, 40(3): 852-860.
    [4] CUI Guo-jian, ZHANG Chuan-qing, LIU Li-peng, ZHOU Hui, CHENG Guang-tan,. Study of effect of shear velocity on mechanical characteristics of bolt-grout interface [J]. , 2018, 39(S1): 275-281.
    [5] WEI Kuang-min , CHEN Sheng-shui, LI Guo-ying, WU Jun-jie, . Influence of contact effect between dam body and dam foundation on behaviours of high concrete faced rockfill dam built in steep valleys [J]. , 2018, 39(9): 3415-3424.
    [6] CHEN Chen, LENG Wu-ming, YANG Qi, JIN Zi-hao, NIE Ru-song, QIU Jun,. Experimental study of mechanical properties of concrete pile-slurry-sand interface [J]. , 2018, 39(7): 2461-2472.
    [7] ZHAO Kun, CHEN Wei-zhong, ZHAO Wu-sheng, YANG Dian-sen,SONG Wan-peng, LI Can, MA Shao-sen, . Direct shear test and numerical simulation for mechanical characteristics of the contact surface between the lining and shock absorption layer in underground engineering [J]. , 2018, 39(7): 2662-2670.
    [8] LIU Fei-yu, SHI Jing, WANG Jun, CAI Yuan-qiang,. Dynamic shear behavior of interface for clay reinforced with geogrid encapsulated in thin layers of sand [J]. , 2018, 39(6): 1991-1998.
    [9] XIE Tao, LUO Qiang, ZHANG Liang, LIAN Ji-feng, YU Yue-ming, . Calculation of wall displacement to reach active or passive earth pressure state [J]. , 2018, 39(5): 1682-1690.
    [10] WANG Yong-hong, ZHANG Ming-yi, LIU Jun-wei, BAI Xiao-yu, . Influence of excess pore water pressure on shear strength of pile-soil interface in clayey soil [J]. , 2018, 39(3): 831-838.
    [11] ZHOU Hui, CHENG Guang-tan, ZHU Yong, LU Jing-jing, . A new method to originally reproduce rock structural plane by integrating 3D scanning and 3D carving techniques and mechanical characteristics of reproduced structural planes [J]. , 2018, 39(2): 417-425.
    [12] HU He-song, CHEN Xiao-bin, TANG Meng-xiong, LIAO Xiang-ying, XIAO Yuan-jie, . Investigation on shearing failure mechanism for DPC pile-soil interface in large-scale direct shear tests [J]. Rock and Soil Mechanics, 2018, 39(12): 4325-4334.
    [13] 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.
    [14] JIAO Feng, GUO Bao-hua, ZHAI Ming-lei,. Empirical formula for shear strength of marble joints infilled with sands [J]. , 2018, 39(11): 4102-4108.
    [15] LIU Shi-wei, SHENG Qian, GONG Yan-feng, LENG Xian-lun, CHEN Zi-jing, LI Jian-he,. A method for determinating shear strength using shear stress concentration factor and its engineering application [J]. , 2017, 38(S1): 53-60.
    Viewed
    Full text


    Abstract

    Cited

      Shared   
      Discussed   
    [1] WANG Wei,LI Xing-zhao. Analysis method of rigid piled raft foundation under vertical loading[J]. , 2009, 30(11): 3441 -3446 .
    [2] WEI Li,CHAI Shou-xi,CAI Hong-zhou,WANG Xiao-yan,LI Min3,SHI Qian. Research on tensility of wheat straw for reinforced material[J]. , 2010, 31(1): 128 -132 .
    [3] . Numerical implementation of discontinuities in dual media 3D model for thermo-hydro-mechanical coupling[J]. , 2010, 31(2): 638 -644 .
    [4] ZHU Zhen-de,SUN Lin-zhu,WANG Ming-yang. Damping ratio experiment and mesomechanical analysis of deformation failure mechanism on rock under different frequency cyclic loadings[J]. , 2010, 31(S1): 8 -12 .
    [5] LIU Zheng-hong,LIAO Yan-hong,ZHANG Yu-shou. Preliminary study of physico-mechanical properties of Luanda sand[J]. , 2010, 31(S1): 121 -126 .
    [6] FAN Heng-hui, GAO Jian-en, WU Pu-te, LUO Zong-ke. Physicochemical actions of stabilized soil with cement-based soil stabilizer[J]. , 2010, 31(12): 3741 -3745 .
    [7] CHEN Xu-guang,ZHANG Qiang-yong. Mechanism analysis of phenomenon of zonal disintegration in deep tunnel model test under high geostress[J]. , 2011, 32(1): 84 -90 .
    [8] YAN E-chuan, LIU Huan-bin, LI Xiang-yi, WU Yi-ping. Improvement of compatible distortion method for structure of pile-anchor[J]. , 2009, 30(5): 1446 -1450 .
    [9] ZHANG Yuan, WAN Zhi-jun, KANG Jian-rong, ZHAO Yang-sheng. Analysis of stage characteristics of sandstone permeability under conditions of temperature and triaxial stress[J]. , 2011, 32(3): 677 -683 .
    [10] HOU Wei2, JIA Yong-gang1,2, SONG Jing-tai3, MENG Xiang-mei4, SHAN Hong-xian1, 2. Factors influencing critical shear stress of silty sediment seabed in Yellow River delta[J]. , 2011, 32(S1): 376 -0381 .