›› 2011, Vol. 32 ›› Issue (10): 3185-3189.

• Testing Technology • Previous Articles     Next Articles

Small size in-situ transient pulse permeability measurement system and its experimental research

WANG Wei1, 2, LI Xiao-chun2, LI Qiang1, SHI Lu2, WANG Ying2, BAI Bing2   

  1. 1. School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang 050043, China; 2. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
  • Received:2011-05-10 Online:2011-10-10 Published:2011-10-13

Abstract: Based on the principle of in-situ transient pulse technique and its solving method, the small size in-situ transient pulse permeability measurement system, including data acquisition control system, pulse applying system, and permeability measuring system, has been developed successfully. Due to its simple configuration and small size, it is easy to control and use to measure the permeability of low-permeable in-situ confining rocks rapidly, which are often studied in geological disposal of radioactive waste,underground gas and oil storage tanks and construction of deep cavern groups, etc. Moreover, other kinds of rock mass within narrow surrounding spaces or serious disturbance requirements also can be measured. The small size in-situ transient pulse permeability measurement experiments have been introduced in this paper by using this system, of which the applicability, stability and accuracy have been proved.

Key words: in-situ permeability measurement system, small size, transient pulse technique

CLC Number: 

  • TU 415
[1] ZHANG Qiang, LI Xiao-chun, HU Shao-bin, NIU Zhi-yong, WANG Fang, FAN Kun, SHAO Guang-qiang,. Permeability evolution of coupling granite joint during shearing under high-stress condition [J]. , 2018, 39(10): 3641-3650.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] CUI Hao-dong, ZHU Yue-ming. Back analysis of seepage field of Ertan high arch dam foundation[J]. , 2009, 30(10): 3194 -3199 .
[2] HE Si-ming, WU Yong, LI Xin-po. Research on mechanism of uplift rock-socketed piles[J]. , 2009, 30(2): 333 -337 .
[3] LIU Qing-bing,XIANG Wei,ZHANG Wei-feng,CUI De-shan. Experimental study of ionic soil stabilizer-improves expansive soil[J]. , 2009, 30(8): 2286 -2290 .
[4] DU Wen-qi, WANG Gang. Statistical analysis of earthquake-induced sliding displacements of earth structures[J]. , 2011, 32(S1): 520 -0525 .
[5] YAN Zhi-hua, LIU Zhi-wei, LIU Hou-jian. Treatment and parameter selection of high slope of a power plant located in the terraces of Yellow River[J]. , 2009, 30(S2): 465 -468 .
[6] XU Zhen-hao , LI Shu-cai , LI Li-ping , HOU Jian-gang , SUI Bin , SHI Shao-shuai. Risk assessment of water or mud inrush of karst tunnels based on analytic hierarchy process[J]. , 2011, 32(6): 1757 -1766 .
[7] WEN Shi-qing , LIU Han-long , CHEN Yu-min. Analysis of load transfer characteristics of single grouted gravel pile[J]. , 2011, 32(12): 3637 -3641 .
[8] LI Shun-qun ,GAO Ling-xia ,CHAI Shou-xi. Significance and interaction of factors on mechanical properties of frozen soil[J]. , 2012, 33(4): 1173 -1177 .
[9] ZHONG Sheng ,WANG Chuan-ying ,WU Li-xin ,TANG Xin-jian ,WANG Qing-yuan. Borehole radar response characteristics of point unfavorable geo-bodies: forward simulation of its surrounding rock and filling condition[J]. , 2012, 33(4): 1191 -1195 .
[10] MENG Zhen, CHEN Jin-jian, WANG Jian-hua, YIN Zhen-yu. Study of model test on bearing capacity of screw piles in sand[J]. , 2012, 33(S1): 141 -145 .