摘要:
针对江西某矿区破碎带发育、围岩差异显著的特点及敏感目标保护需求,采用MatDEM离散元软件建立数值模型,通过模拟4个中段的开采与充填过程,研究上向水平分层进路充填采矿法开采过程中岩层形变及地表沉降规律,并监测居民区、农田及公路的地表沉降数据。结果表明:各中段开采后岩层最大位移随深度增加而增大,但胶结充填使位移增速降低;地表敏感区监测点倾斜、曲率及水平变形均低于GB 50771—2012《有色金属采矿设计规范》Ⅰ级建(构)筑物允许值,验证了全尾砂胶结充填方案的有效性。
关键词:
地表沉降;建筑物;充填采矿;数值模拟;MatDEM离散元软件;开采沉降
Abstract:
To address the characteristics of a mining area in Jiangxi Province, such as a well‑developed fracturedore zone, significant variations in surrounding rock properties, and the need to protect sensitive surface structures, anumerical model was established using the discrete element software MatDEM. The model simulates the mining andfilling process across 4 levels to study the rules of rock mass deformation and surface subsidence during upwardhorizontal slicing and filling. Surface subsidence data were monitored in residential areas, farmland, and alongroadways.The results indicate that the maximum displacement of the rock mass increases with mining depth across thelevels, while cemented backfills effectively reduce the rate of displacement growth. The values of tilt, curvature, andhorizontal deformation at monitoring points in sensitive surface areas are all below the allowable value for Class I buil‑dings(structures)specified in GB 50771—2012 Code for Design of Nonferrous Metal Mining. This verifies the effec‑tiveness of the ungraded tailings cemented filling scheme.
Keywords:
surface subsidence; buildings; filling mining; numerical simulation; MatDEM discrete element software;mining‑induced subsidence