首页|断层破碎带充填土石混合体三维孔隙结构及渗流演化规律

断层破碎带充填土石混合体三维孔隙结构及渗流演化规律

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在矿山巷道工程建设中常遇到断层破碎带,断层破碎带充填介质组成复杂、连续性差且易受扰动,巷道穿越时极易发生突水突泥事故。本研究聚焦断层破碎带充填介质的渗流灾变问题,基于自主设计的断层破碎带冲蚀渗流实验装置,开展了骨料Talbot级配、孔隙比、砾石位置等因素的相似材料渗透实验,并且采用Computed Tomography(CT)重构技术探究了断层充填土石混合体内部细观孔隙的空间分布状态和结构特征。结果表明,影响断层破碎带充填土石混合体渗透系数的主次因素为孔隙比>砾石位置>骨料Talbot级配>Hurst指数>胶结剂含量;骨料Talbot级配越大,即土石混合体中含石量越大,断层破碎带充填土石混合体渗透系数也越大。土石混合体制样时孔隙比越小、胶结剂中水泥含量越多,土石混合体渗透系数越小;土石混合体含石率与渗透系数之间呈现出较好的指数关系,孔隙比与渗透系数成正比例关系。通过开展三轴渗流实验,采用CT扫描充填土石混合体孔隙结构发现,在渗流过程中存在细小颗粒的运移堵塞分割一些较大孔隙的情况,并使其分化为较小的孔隙,在含石率为70%的试样中,流体对细小颗粒的冲蚀作用更加明显。本研究结果为断层破碎带的灾害防治提供了理论依据。
Three-dimensional pore structure and seepage evolution law of soil-rock mixture filled in fault fracture zones
Fault fracture zones are often encountered in the construction of mine tunnels;the filling medium in fault fracture zones is complex in composition,has poor continuity,and is easily disturbed;water and mud sudden accidents are very likely to occur when the tunnels pass through them.This study focuses on the seepage disaster problem of fault fracture zone filling media.Based on the independently designed fault fracture zone erosion seepage experimental device,similar material permeability experiments on factors such as aggregate Talbot grading,porosity ratio,and the gravel position were carried out,and the computed tomography(CT)reconstruction technology was used to explore the spatial distribution state and structural characteristics of the mesoscopic pores inside the fault filling soil-rock mixture.The research results show that the primary and secondary factors that affect the permeability coefficient of soil-rock mixture filling fault fracture zone are porosity>gravel position>aggregate Talbot gradation>Hurst index>binder content;The larger the aggregate Talbot gradation,that is,the greater the stone content in the soil-rock mixture,the greater the permeability coefficient of the soil-rock mixture filled in the fault fracture zone.The smaller the porosity ratio when the soil-rock mixture is sampled,the more cement content in the binder,and the smaller the permeability coefficient of the soil-rock mixture.There is an excellent exponential relationship between the stone content of the soil-rock mixture and the permeability coefficient;the porosity ratio is in direct proportion to the permeability coefficient.By conducting triaxial seepage experiments and using CT scanning of the pore structure of the filling soil-rock mixture,it was found that during the seepage process,the migration of fine particles blocked and divided some larger pores,and differentiated them into smaller pores.In the sample with a rock content of 70%,the erosion effect of the fluid on fine particles was more obvious.The results of this study provide a theoretical basis for disaster prevention and control in fault fracture zones.

fault fracture zoneroughnessseepage characteristicsCT reconstructionparticle gradation

李勤、黄震、古启雄、林元生

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战略金属矿产资源低碳加工与利用江西省重点实验室,赣州 341000

江西理工大学资源与环境工程学院,赣州 341000

长沙矿山研究院有限责任公司,长沙 410012

断层破碎带 粗糙度 渗流特性 CT重构 颗粒级配

国家自然科学基金项目江西省杰出青年基金项目江西省创新创业高层次人才"千人计划"创新人才长期项目江西理工大学"清江拔尖人才"项目

5227408220202ACB214006jxsq2018106049JXUSTQJBJ2020003

2024

江西冶金
江西省冶金集团公司 江西省金属学会

江西冶金

影响因子:0.117
ISSN:1006-2777
年,卷(期):2024.44(5)