›› 1989, Vol. 10 ›› Issue (4): 97-100.

• Fundamental Theroy and Experimental Research • Previous Articles    

BC4-1 Multi-Channels Instantaneous Signal Acquiring Apparatus

Yang Yanjun; Liu Ke; Cai Zhongli; Luo Jinhui   

  • Online:1989-12-18 Published:2017-07-23

Abstract: BC4-1 multi-channels instantaneous signal acquiring apparatus was developed by our institute. In this paper, the apparatus has been introduced with its functions, technical targets. Operating modes and so on. During the process of developing this apparatus, we referenced the similar apparatuses in home and abroad, and also considered the characteristics of field measurements of geotechnical engineering, and therefore this apparatus has distinctive advantages, such as small volume, light weight, flexible power supply, simple and direct operating, and so on. We wish this apparatus will be admitted by the wide engineers and technicians.

No related articles found!
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] HE Xian-long, ZHAO Li-zhen. Analysis of shear wave velocity based on multiple cross-correlation functions[J]. , 2010, 31(8): 2541 -2545 .
[2] SUN Xi-ping, ZHANG Bao-hua, ZHANG Qiang, WANG Xiao-nan. Stability analysis of gravity quay when rubble bedding was eroded by water flow[J]. , 2010, 31(10): 3184 -3190 .
[3] SHEN Lin-chong,ZHONG Xiao-chun,QIN Jian-she,MIN Fan-lu. Determination of minimum thickness of overburden layer for shield tunnel through Qiantang River[J]. , 2011, 32(1): 111 -115 .
[4] QIU En-xi, XIE Qiang, SHI Yue, ZHAO Wen. Application of modified SMR to redbed soft rock slopes[J]. , 2009, 30(7): 2109 -2113 .
[5] XIONG Hao,GAO Guang-yun,WANG Xiao-gang. Analysis of isolating vertical vibration from traffic loads by open trench in layered ground[J]. , 2011, 32(4): 1131 -1137 .
[6] SUN Mou,LIU Wei-ning. Research on water inrush mechanism induced by karst tunnel face with high risk[J]. , 2011, 32(4): 1175 -1180 .
[7] LI Fu-lin,PENG Fang-le,KONGKITKUL W.,TATSUOKA F.. Finite element analyses of creep behaviors of non-reinforced and geogrid-reinforced sands[J]. , 2011, 32(4): 1200 -1204 .
[8] YANG Guang-hua WANG Jun-hui. Application of undisturbed soil tangent modulus method for computing nonlinear settlement of soil foundation[J]. , 2011, 32(S1): 33 -37 .
[9] ZHAN Chuan-ni, WANG Chen, HE Chang-rong. Effects of strain rate on gravelly soil under undrained condition[J]. , 2011, 32(S1): 428 -0432 .
[10] MA Yi , WANG Xi-liang , LIU Zhen , GUO Yang-yang. Multiple model combination evaluation of seismic stability of rock slopes based on fuzzy factors[J]. , 2011, 32(S1): 624 -0629 .