›› 1988, Vol. 9 ›› Issue (1): 37-43.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Probability-sampling Measurement and Its Application to Dynamic Pressure on Railway Subbase surface

Wang Shengzu ;Zhang Zongchun   

  1. Institute of Geology,State Seismological Bureau,Beijing
  • Online:1988-03-19 Published:2017-06-21

Abstract: The pressure cell installed under road is required to have the properties of durability and reliability for long-term usage. Usually it is considered unable to measure dynamic pressure, the distribution of dynamic pressures on railway subbase surface excited by train can be measured by the string-type pressure cells with a frequency detector by means of the probability-sampling method suggested in this paper. According to the philosophy of probability-sampling the probabilistic distribution (frequency distribution) curves of dynamic pressures are plotted to show the dynamic pressure distribution along the longitudinal direction of the railway approximately. The principle and method were successfully used and examined in the research on long-term monitoring of subgrade stability of the Qinghai-Tibet Railway in the Qarhan Salt-Lake region.

No related articles found!
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] WANG Fei,WANG Yuan,NI Xiao-dong. Analysis of random characteristics of seepage field by stochastic finite element method[J]. , 2009, 30(11): 3539 -3542 .
[2] ZHANG Wen-jie,CHEN Yum-min. Pumping tests and leachate drawdown design in a municipal solid waste landfill[J]. , 2010, 31(1): 211 -215 .
[3] GONG Wei-li, AN Li-qian, ZHAO Hai-yan, MAO Ling-tao. Multiple scale characterization of CT image for coal rock fractures based on image description[J]. , 2010, 31(2): 371 -376 .
[4] ZHAN Yong-xiang, JIANG Guan-lu. Study of dynamic characteristics of soil subgrade bed for ballastless track[J]. , 2010, 31(2): 392 -396 .
[5] CHAI Bo, YIN Kun-long, XIAO Yong-jun. Characteristics of weak-soft zones of Three Gorges Reservoir shoreline slope in new Badong county[J]. , 2010, 31(8): 2501 -2506 .
[6] LIU Han-long,TAO Xue-jun,ZHANG Jian-wei,CHEN Yu-min. Behavior of PCC pile composite foundation under lateral load[J]. , 2010, 31(9): 2716 -2722 .
[7] WANG Xue-wu,XU Shang-jie,DANG Fa-ning,CHENG Su-zhen. Analysis of stability of dam slope during rapid drawdown of reservoir water level[J]. , 2010, 31(9): 2760 -2764 .
[8] WANG Guan-shi,LI Chang-hong,HU Shi-li,FENG Chun,LI Shi-hai. A study of time-and spatial-attenuation of stress wave amplitude in rock mass[J]. , 2010, 31(11): 3487 -3492 .
[9] YANG Zhao-liang, SUN Guan-hua, ZHENG Hong. Global method for stability analysis of slopes based on Pan’s maximum principle[J]. , 2011, 32(2): 559 -563 .
[10] XIONG Wei, ZHOU Zeng-hui, YU Kai-biao, WU Ya-ping, LUO Wei. Concrete ultrasonic tomography imaging and improvement based on curved path[J]. , 2011, 32(2): 629 -634 .