Application of Low-Frequency Rectangular Pressure Impulse in Rock Grouting

作者: A. N. Ghafar , S. Sadrizadeh , A. Draganovic , F. Johansson , U. Håkansson

DOI: 10.1061/9780784480793.010

关键词:

摘要: In order to sufficiently seal an underground facility in fractured rock, it is essential obtain adequate grout spread into the surrounding fractures. The itself depends on parameter ...

参考文章(16)
Friedrich-Karl Ewert, Rock Grouting: with Emphasis on Dam Sites ,(2012)
Ken Weaver, Donald Bruce, Dam Foundation Grouting American Society of Civil Engineers. pp. 178- 178 ,(2007) , 10.1061/9780784407646
Ulf Håkansson, Lars Hässler, Håkan Stille, Rheological properties of microfine cement grouts Tunnelling and Underground Space Technology. ,vol. 7, pp. 453- 458 ,(1992) , 10.1016/0886-7798(92)90076-T
Jun NOBUTO, Makoto NISHIGAKI, Shin-ichiro MIKAKE, Shinji KOBAYASHI, Toshinori SATO, PREVENTION OF CLOGGING PHENOMENON WITH HIGH-GROUTING PRESSURE Doboku Gakkai Ronbunshuu C. ,vol. 64, pp. 813- 832 ,(2008) , 10.2208/JSCEJC.64.813
Mohammed Hatem Mohammed, Roland Pusch, Sven Knutsson, Study of cement-grout penetration into fractures under static and oscillatory conditions Tunnelling and Underground Space Technology. ,vol. 45, pp. 10- 19 ,(2015) , 10.1016/J.TUST.2014.08.003
Daniel Eklund, Håkan Stille, Penetrability due to filtration tendency of cement-based grouts Tunnelling and Underground Space Technology. ,vol. 23, pp. 389- 398 ,(2008) , 10.1016/J.TUST.2007.06.011
M. Eriksson, H. Stille, J. Andersson, Numerical calculations for prediction of grout spread with account for filtration and varying aperture Tunnelling and Underground Space Technology. ,vol. 15, pp. 353- 364 ,(2000) , 10.1016/S0886-7798(01)00004-9
Almir Draganović, Håkan Stille, Filtration of cement-based grouts measured using a long slot Tunnelling and Underground Space Technology. ,vol. 43, pp. 101- 112 ,(2014) , 10.1016/J.TUST.2014.04.010