The propagation of grout in pipe networks

被引:25
作者
Fidelibus, C. [2 ]
Lenti, V. [1 ]
机构
[1] Bari Tech Univ, Dipartimento Ingn Acque & Chim, Bari, Italy
[2] Natl Res Council Italy, Inst Environm Geol & Geoengn, Turin, Italy
关键词
Grouting; Pipe networks; Bingham fluid; FRACTURE NETWORKS; FLOW; ROCK; PREDICTION;
D O I
10.1016/j.cageo.2011.11.015
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
[No abstract available]
引用
收藏
页码:331 / 336
页数:6
相关论文
共 12 条
[1]   An analytical solution for transient flow of Bingham viscoplastic materials in rock fractures [J].
Amadei, B ;
Savage, WZ .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2001, 38 (02) :285-296
[2]   MODELING FRACTURE FLOW WITH A STOCHASTIC DISCRETE FRACTURE NETWORK - CALIBRATION AND VALIDATION .1. THE FLOW MODEL [J].
CACAS, MC ;
LEDOUX, E ;
DEMARSILY, G ;
TILLIE, B ;
BARBREAU, A ;
DURAND, E ;
FEUGA, B ;
PEAUDECERF, P .
WATER RESOURCES RESEARCH, 1990, 26 (03) :479-489
[3]   A code for scaled flow simulations on generated fracture networks [J].
Cravero, M ;
Fidelibus, C .
COMPUTERS & GEOSCIENCES, 1999, 25 (02) :191-195
[4]  
Dershowitz W.S., 1998, PAWORKS PATHWAY ANAL
[5]   CHARACTERIZING ROCK JOINT GEOMETRY WITH JOINT SYSTEM MODELS [J].
DERSHOWITZ, WS ;
EINSTEIN, HH .
ROCK MECHANICS AND ROCK ENGINEERING, 1988, 21 (01) :21-51
[6]   Derivation of equivalent pipe network analogues for three-dimensional discrete fracture networks by the boundary element method [J].
Dershowitz, WS ;
Fidelibus, C .
WATER RESOURCES RESEARCH, 1999, 35 (09) :2685-2691
[7]   Numerical calculations for prediction of grout spread with account for filtration and varying aperture [J].
Eriksson, M ;
Stille, H ;
Andersson, J .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2000, 15 (04) :353-364
[8]  
Fransson A., 1999, CHALMERS U TECHNOL A, VA93
[9]   COMPUTER-SIMULATED FLOW OF GROUTS IN JOINTED ROCK [J].
HASSLER, L ;
HAKANSSON, U ;
STILLE, H .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 1992, 7 (04) :441-446
[10]  
Rahmani H, 2009, THESIS U BRIT COLUMB