Study on Artificial Dam Thickness of Underground Reservoir in Wulanmulun Mine

X. Kong, Shuai Liu, Ke Wang, Jie Fang, Shizhong He, Peng-cheng Liu
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Abstract

With the exploitation of coal resources in Western China, the local water shortage and loss are becoming more and more serious. In order to protect water resources, coal mine underground reservoirs came into being. As the main part of underground reservoir in coal mine, the stability of artificial dam is of great significance. The dam thickness is a key parameter of the artificial dam, which is closely related to stability of the dam. Taking Wulanmulun mine as the engineering background, the artificial dam model is established by FLAC3D software. The mechanical response and deformation law of the dam under different thickness are analyzed from three aspects of displacement, stress and plastic zone. The results show that the increase of dam thickness can reduce the displacement and stress level of dam and groove, and reduce the distribution of plastic zone. In comprehensive consideration, the thickness of the artificial dam can be increased to 1.4m to improve the stability of the dam.
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乌兰木伦矿地下水库人工坝厚度研究
随着西部地区煤炭资源的开发,当地水资源的短缺和损失日益严重。为了保护水资源,煤矿地下水库应运而生。人工坝作为煤矿地下水库的主要组成部分,其稳定性具有重要意义。坝厚是人工坝的关键参数,与大坝的稳定性密切相关。以乌兰木伦矿为工程背景,利用FLAC3D软件建立人工坝模型。从位移、应力和塑性区三个方面分析了坝体在不同厚度下的力学响应和变形规律。结果表明:坝体厚度的增加可以减小坝体和沟槽的位移和应力水平,减小塑性区分布;综合考虑,可将人工坝的厚度增加到1.4m,以提高坝体的稳定性。
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