Rock and Soil Mechanics ›› 2021, Vol. 42 ›› Issue (8): 2321-2330.doi: 10.16285/j.rsm.2021.0160

• Testing Technology • Previous Articles    

Development and application of basic friction angle tester of rock discontinuity

CHEN Qiong1, LÜ Yuan-jun2, DU Shi-gui2   

  1. 1. School of Mechanical and Electrical Engineering, Zhejiang Industry Polytechnic College, Shaoxing, Zhejiang 312000, China; 2. Institute of Rock Mechanics, Ningbo University, Ningbo, Zhejiang 315211, China
  • Received:2020-12-04 Revised:2021-03-15 Online:2021-08-11 Published:2021-08-16
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (41427802).

Abstract: Tilt test is a common method to obtain the basic friction angle of rock. However, the existing tilt test technology has not formed a recognized standard, leading to an obvious difference between the test results of the same kind of rock materials. To solve this problem, an inclinometer was developed to measure the basic friction angle of rock based on the existing tester structure and testing mechanism. A series of multi-scale specimens with dimensions ranging from 50 mm to 150 mm in length and 25 mm to 75 mm in height can be tested. The high-precision rotation control of angular speed ranging from 6(°)/min to 60(°)/min can be realized through the servo motor and the high-speed ratio reducer. The corresponding test parameters, such as specimen’s sliding distance and inclination angle, can be monitored and recorded in real time. Then, the operation flow of testing basic friction angle was put forward. The main factors that have obvious effects on the experimental results were analyzed, such as specimen size and processing technology, angular velocity, test results criterion and the dryness of the structural plane. In this paper, the basic friction angles of 11 specimens, including granite and diabase, with discontinuity size of 100 mm×100 mm were tested, and it provided a reference for the test specification of inclinometer.

Key words: inclinometer, basic friction angle, structure design, control, pull test

CLC Number: 

  • TU 458.3
[1] ZHENG Hong, ZHANG Tan, WANG Qiu-sheng. One package of schemes for some difficult issues in finite element plasticity analysis [J]. Rock and Soil Mechanics, 2021, 42(2): 301-314.
[2] ZHANG Zhi-guo, MAO Min-dong, PAN Y. T., ZHAO Qi-hua, WU Zhong-teng, . Research status and prospect of tunnel-landslide interaction and control protection technology [J]. Rock and Soil Mechanics, 2021, 42(11): 3101-3125.
[3] JIANG Quan, LI Li-fu, FENG Xia-ting, LI Shao-jun, QIN Wei-min, CHEN La-chun, . High pressure shearing servo testing system for rock joint with multi modes and corresponding function test analysis [J]. Rock and Soil Mechanics, 2020, 41(9): 3159-3169.
[4] WU Long-liang, JIANG H, ui-huang, TANG Jian-wei, GAO Ming-xian, FAN Shao-feng, YAN Xiao-xia, . Continuous compaction monitoring technology based on multiple regression analysis [J]. Rock and Soil Mechanics, 2020, 41(6): 2081-2090.
[5] YANG Xue-xiang, JIAO Yuan-fa, YANG Yu-yi, . Development and test of aerated inflation controlled anchors [J]. Rock and Soil Mechanics, 2020, 41(3): 869-876.
[6] YANG Jun, WEI Qing-long, WANG Ya-jun, GAO Yu-bing, HOU Shi-lin, QIAO Bo-wen, . Roof deformation mechanism and control measures of pillarless mining with gob-side entry retaining by roof cutting and pressure relief [J]. Rock and Soil Mechanics, 2020, 41(3): 989-998.
[7] ZHANG Jin-peng, LIU Li-min, LIU Chuan-xiao, SUN Dong-ling, SHAO Jun, LI Yang, . Research on mechanism of bolt-grouting reinforcement for deep fractured rock mass based on prestressed anchor and self-stress grouting [J]. Rock and Soil Mechanics, 2020, 41(11): 3651-3662.
[8] LI Qiao, MENG Fan-zeng, NIU Yuan-zhi. Bridge pier deformation and control technology of jacking framed bridge with loading under crossing high speed railway [J]. Rock and Soil Mechanics, 2019, 40(9): 3618-3624.
[9] ZHAO Ding-feng, LIANG Ke, CHEN Guo-xing, XIONG Hao, ZHOU Zheng-long, . Experimental investigation on a new incremental pore pressure model characterized by shear-volume strain coupling effect [J]. Rock and Soil Mechanics, 2019, 40(5): 1832-1840.
[10] ZHU Meng-bo, WANG Li-guan, LIU Xiao-ming, PENG Ping-an, ZHAO Jia-xuan. A quality control method for microseismic P-wave phase pickup value based on waveform parameters [J]. Rock and Soil Mechanics, 2019, 40(2): 767-776.
[11] LI Chun-hong, KONG Gang-qiang, ZHANG Xin-rui, LIU Han-long, XU Xiao-liang, XU Jun-kui, . Development and verification of temperature-controlled pile-soil interface triaxial shear test system [J]. Rock and Soil Mechanics, 2019, 40(12): 4955-4962.
[12] HE Hai-jie, LAN Ji-wu, GAO Wu, CHEN Yun-min, MA Peng-cheng, XIAO Dian-kun, . Application and analysis of compressed air drainage wells in landfill slip control [J]. Rock and Soil Mechanics, 2019, 40(1): 343-350.
[13] WANG Zhi-rong, HE Ping, GUO Zhi-wei, WANG Yong-chun. Calculation of initiation pressure of vertical well for coalbed methane considering crack characteristic index [J]. , 2018, 39(S1): 369-377.
[14] LI Xuan, SUN De-an, ZHANG Jun-ran,. Effect of suction history on dynamic deformation characteristics of unsaturated silt [J]. , 2018, 39(8): 2829-2836.
[15] LI Xue-hua, YAO Qiang-ling, ZHANG You-qian,. Study of theory of mine strata control based on shear stress between stratum [J]. , 2018, 39(7): 2371-2378.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] YAO Yang-ping, HOU Wei. Basic mechanical behavior of soils and their elastoplastic modeling[J]. , 2009, 30(10): 2881 -2902 .
[2] XU Jin-ming, QIANG Pei, ZHANG Peng-fei. Texture analysis of photographs of silty clay[J]. , 2009, 30(10): 2903 -2907 .
[3] XIANG Tian-bing, FENG Xia-ting, CHEN Bing-rui, JIANG Quan, ZHANG Chuan-qing. Rock failure mechanism and true triaxial experimental study of specimens with single structural plane under three-dimensional stress[J]. , 2009, 30(10): 2908 -2916 .
[4] SHI Yu-ling, MEN Yu-ming, PENG Jian-bing, HUANG Qiang-bing, LIU Hong-jia. Damage test study of different types structures of bridge decks by ground-fissure[J]. , 2009, 30(10): 2917 -2922 .
[5] XIA Dong-zhou, HE Yi-bin, LIU Jian-hua. Study of damping property and seismic action effect for soil-structure dynamic interaction system[J]. , 2009, 30(10): 2923 -2928 .
[6] XU Su-chao, FENG Xia-ting, CHEN Bing-rui. Experimental study of skarn under uniaxial cyclic loading and unloading test and acoustic emission characteristics[J]. , 2009, 30(10): 2929 -2934 .
[7] ZHANG Li-ting, QI Qing-lan, WEI Jing HUO Qian, ZHOU Guo-bin. Variation of void ratio in course of consolidation of warping clay[J]. , 2009, 30(10): 2935 -2939 .
[8] ZHANG Qi-yi. Study of failure patterns of foundation under combined loading[J]. , 2009, 30(10): 2940 -2944 .
[9] YI Jun, JIANG Yong-dong, XUAN Xue-fu, LUO Yun, ZHANG Yu. A liquid-solid dynamic coupling modelof ultrasound enhanced coalbed gas desorption and flow[J]. , 2009, 30(10): 2945 -2949 .
[10] 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 .