›› 2005, Vol. 26 ›› Issue (7): 1173-1176.

• Fundamental Theroy and Experimental Research • Previous Articles    

Development of research on pressure transducer static matching error in rock and soil

ZENG Hui, YU Shang-jiang, CHEN Jia-yan   

  1. The Third Engineer Scientific Research Institute of the Headquarters of the General Staff, Luoyang 471023, China
  • Received:2004-03-12 Online:2005-07-11 Published:2013-12-17

Abstract: The recent development of research on pressure transducer static matching error in rock and soil is described briefly. The approximate analytic theory and uniform quantitative calculating formulae of matching error are deduced; and optimum indenting displacement coefficient is obtained. The relation between two matching conditions is established; and the stress distributions on transducer sensing surface and in soil around transducer are given.

Key words: pressure in rock-soil, transducer, matching error, indenting displacement coefficient

CLC Number: 

  • TU 453
  • 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] ZHAI Ming-lei, GUO Bao-hua, LI Bing-yang, JIAO Feng,. Energy and deformation characteristics of rock joints under multi-stage shear loading-creep-unloading conditions [J]. , 2018, 39(8): 2865-2872.
[2] XU Zhi-hua, SUN Da-wei, ZHANG Guo-dong, . Study on stress-strain behavior of rockfill using large-scale triaxial tests [J]. , 2017, 38(6): 1565-1572.
[3] ZHANG Fang , LIU Quan-sheng , ZHANG Cheng-yuan , JIANG Jing-dong,. Geostress measurement using rheological stress recovery method and its equipment [J]. , 2014, 35(5): 1506-1513.
[4] LI Hua-yun, ZHANG Zhi-qiang, WANG Zhi-jie, LING Yun-peng, ZHANG Hao. Similarity model test study of pre-reinforcement measures of shallow tunnel with large cross-section [J]. , 2012, 33(S2): 133-138.
[5] ZHANG Zhi-qiang, HE Ben-guo, HE Chuan. Study of load of lining under condition of saturated stratum for underwater tunnels [J]. , 2010, 31(8): 2465-2470.
[6] CHEN Wan-xiang, GUO Zhi-kun, HUANG Yu. Contact force-displacement relationship for geotechnical granular medium under stress wave [J]. , 2010, 31(8): 2580-2586.
[7] PENG Bai-xing , WANG Xing-hua . Comparative study on PMT and uniaxial compressive test on soft rock [J]. , 2006, 27(3): 451-454.
[8] ZENG Yi-jin , FAN Hong-hai , ZHANG Chuan-jin , BAO Hong-zhi,. A new method for detecting geo-pressare: rock mechanical parameter method [J]. , 2005, 26(12): 1977-1980.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] HUANG Qing-xiang, ZHANG Pei, DONG Ai-ju. Mathematical model of “arch beam” of thick sandy soil layer movement in shallow seam[J]. , 2009, 30(9): 2722 -2726 .
[2] . Numerical implementation of discontinuities in dual media 3D model for thermo-hydro-mechanical coupling[J]. , 2010, 31(2): 638 -644 .
[3] WANG Yang, TANG Xiong-jun, TAN Xian-kun, WANG Yuan-han. Mechanism analysis of floor heave in Yunling Tunnel[J]. , 2010, 31(8): 2530 -2534 .
[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] LEI Jin-bo,CHEN Cong-xin. Research on load transfer mechanism of composite foundation of rigid pile with cap based on hyperbolic model[J]. , 2010, 31(11): 3385 -3391 .
[6] HU Qi, LING Dao-sheng, CHEN Yun-min. Analytical method and engineering application of horizontal coefficients of subgrade reaction based on Melan’s solution[J]. , 2009, 30(1): 33 -39 .
[7] ZHENG Hao,LIU Han-long,LEI Yu-hua,REN Lian-wei. Large-scale model test analysis of behaviors of jet grouting (JG) soil-cement-pile strengthened pile under lateral load[J]. , 2011, 32(1): 217 -223 .
[8] ZHANG Cheng-ping,ZHANG Ding-li,LUO Jian-jun,WANG Meng-shu,WU Jie-pu. Remote monitoring system applied to the construction of metro station undercrossing existing metro tunnel[J]. , 2009, 30(6): 1861 -1866 .
[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] TANG Shi-bin, TANG Chun-an, LI Lian-chong, ZHANG Yong-bin. Investigation on time-dependent deformation of tunnel induced by humidity diffusion[J]. , 2011, 32(S1): 697 -0703 .