Evaluation and Remediation of an Abandoned Gypsum Mine

被引:24
作者
Castellanza, Riccardo [1 ]
Nova, Roberto [1 ]
Orlandi, Gianmarco [2 ]
机构
[1] Politecn Milan, Dept Struct Engn, I-20133 Milan, Italy
[2] Studio Assoc Geol Spada, I-24022 Ranica, BG, Italy
关键词
Collapse; Filling; Gypsum; Mine; Remediation; GEOTECHNICAL PROPERTIES; MECHANICAL-PROPERTIES; TERTIARY SANDSTONES;
D O I
10.1061/(ASCE)GT.1943-5606.0000249
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The remediation measures taken for an abandoned gypsum mine in the Italian Alps are presented. The mine consists of four levels, excavated by the room-and-pillar method in an evaporitic formation. The two lower levels were flooded by water coming from adjacent strata after mining ended about 30 years ago. The dissolution process affecting the submerged pillars can jeopardize the long term stability of the entire mine. An overview of the problem is given, and experimental results of dissolution tests are shown. An analytical model developed to simulate the laboratory data is applied to determine the time to failure of the mine. It is demonstrated that the expected collapse time is relatively short. Remedial measures consisting of chamber filling with an appropriate mixture of cement, water, and silty clay are proposed. A theoretical analysis of their effects in delaying time to failure and minimizing its consequences is presented. The analysis allowed the optimal mechanical characteristics of the filling mixture to be determined. The results of a full-scale field test to check the validity of the remedial action are highlighted.
引用
收藏
页码:629 / 639
页数:11
相关论文
共 23 条
[1]   The aging of gypsum in underground mines [J].
Auvray, C ;
Homand, F ;
Sorgi, C .
ENGINEERING GEOLOGY, 2004, 74 (3-4) :183-196
[2]   PHYSICAL AND MECHANICAL-PROPERTIES OF FELL SANDSTONES, NORTHUMBERLAND, ENGLAND [J].
BELL, FG .
ENGINEERING GEOLOGY, 1978, 12 (01) :1-29
[3]  
BERTOLINI L, 2010, J MAT CIV E IN PRESS
[4]  
Bieniawski Z.T., 1967, INT J ROCK MECH MIN, V4, P395, DOI DOI 10.1016/0148-9062(67)90030-7
[5]  
CASTELLANZA R, 2009, P INT C EUROCK09 ROC
[6]  
Deere D.U., 1966, Proc., 8th U.S. Symposium on Rock Mechanics, American Rock Mechanics Association, Minneapolis, P237
[7]   GEOTECHNICAL PROPERTIES OF WEAK SANDSTONES [J].
DOBEREINER, L ;
DEFREITAS, MH .
GEOTECHNIQUE, 1986, 36 (01) :79-94
[8]  
Elshayeb Y, 2001, ROCK MECHANICS: A CHALLENGE FOR SOCIETY, P819
[9]   An analysis of chamber filling effects on the remediation of flooded gypsum and anhydrite mines [J].
Gerolymatou, E. ;
Nova, R. .
ROCK MECHANICS AND ROCK ENGINEERING, 2008, 41 (03) :403-419
[10]   Coupled processes involved in post-mining [J].
Ghoreychi, M. .
Eurock 2006 Multiphysics Coupling and Long Term Behaviour in Rock Mechanics, 2006, :45-53