The growth of faults and fracture networks in a mechanically evolving, mechanically stratified rock mass: a case study from Spireslack Surface Coal Mine, Scotland

被引:11
作者
Andrews, Billy James [1 ]
Shipton, Zoe Kai [1 ]
Lord, Richard [1 ]
McKay, Lucy [1 ]
机构
[1] Univ Strathclyde, Dept Civil & Environm Engn, Glasgow G1 1XJ, Lanark, Scotland
基金
英国工程与自然科学研究理事会;
关键词
BRITTLE-DUCTILE TRANSITION; CRACK-SEAL VEIN; MIDLAND VALLEY; FLUID-FLOW; TECTONIC EVOLUTION; SCALING RELATIONS; SHEAR FAILURE; JOINTS; STRESS; STRENGTH;
D O I
10.5194/se-11-2119-2020
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
Fault architecture and fracture network evolution (and resulting bulk hydraulic properties) are highly dependent on the mechanical properties of the rocks at the time the structures developed. This paper investigates the role of mechanical layering and pre-existing structures on the evolution of strike-slip faults and fracture networks. Detailed mapping of exceptionally well exposed fluvial-deltaic lithologies at Spireslack Surface Coal Mine, Scotland, reveals two phases of faulting with an initial sinistral and later dextral sense of shear with ongoing pre-faulting, syn-faulting, and post-faulting joint sets. We find fault zone internal structure depends on whether the fault is self-juxtaposing or cuts multiple lithologies, the presence of shale layers that promote bed-rotation and fault-core lens formation, and the orientation of joints and coal cleats at the time of faulting. During ongoing deformation, cementation of fractures is concentrated where the fracture network is most connected. This leads to the counter-intuitive result that the highest-fracture-density part of the network often has the lowest open fracture connectivity. To evaluate the final bulk hydraulic properties of a deformed rock mass, it is crucial to appreciate the relative timing of deformation events, concurrent or subsequent cementation, and the interlinked effects on overall network connectivity.
引用
收藏
页码:2119 / 2140
页数:22
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