Aperture controlled grouting - benefits of the discrete fracture network approach

被引:2
作者
Carter, T. G. [1 ]
Jefferies, M. G. [2 ]
Rombough, V. T. [2 ]
Dershowitz, W. S. [3 ]
机构
[1] Golder Associates, Toronto, ON, Canada
[2] Golder Associates, Vancouver, BC, Canada
[3] Golder Associates, Redmond, WA USA
来源
TRANSACTIONS OF THE INSTITUTIONS OF MINING AND METALLURGY SECTION A-MINING TECHNOLOGY | 2015年 / 124卷 / 03期
关键词
Grouting; Groundwater; Rock mechanics; Discrete fracture network modelling;
D O I
10.1179/1743286315Y.0000000016
中图分类号
TD [矿业工程];
学科分类号
0819 ;
摘要
Fractured rocks, specifically sedimentary sequences, present a particular challenge for grouting, as major connected fractures that must be sealed will rarely be intersected by vertical groutholes. The aperture controlled grouting (ACG) method can be readily applied using discrete fracture network (DFN) analysis approaches to understand the pattern of fractures that need to be grouted. Aperture controlled grouting then utilises a combination of the principles of fracture grouting and grouting intensity number (GIN) grouting for practical and cost-effective grouting of tunnel, dam, shaft, or environmental restoration projects. This paper illustrates the application of DFN techniques for fracture assessment for grouting design and then compares the ACG approach to more conventional grouting approaches based on recent grouting experience.
引用
收藏
页码:188 / 202
页数:15
相关论文
共 31 条
[11]  
DERSHOWITZ W, 1992, P C FRACT JOINT ROCK, P579
[12]  
Dershowitz W, 2003, SOIL ROCK AM, P887
[13]  
Dershowitz W., 2004, P US EPANGWA FRACTUR, P882
[14]  
Dershowitz W. F, 1998, P SPE ANN TECHN C NE
[15]  
Dershowitz W.S., 1992, P 33 US S ROCK MECH
[16]  
Fergusson F.F., 1964, INT C LARGE DAMS 8 E, VI, P121
[17]  
Houlsby A, 1976, Q J ENG GEOL, V9, P303, DOI [DOI 10.1144/GSL.QJEG.1976.009.04.03, 10.1144/GSL.QJEG.1976.009.04.03]
[18]  
HOULSBY A C, 1990, CONSTRUCTION DESIGN
[19]  
HOULSBY AC, 1977, J GEOTECH ENG-ASCE, V103, P953
[20]  
Jefferies M. G., 1982, P ASCE SPEC C GROUT, P769