某铁矿局部坡体稳定性评价及治理设计 |
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引用本文: | 侯惠锦,苏志友,许范强,郭葆元.某铁矿局部坡体稳定性评价及治理设计[J].勘察科学技术,2016(5):30-34. |
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作者姓名: | 侯惠锦 苏志友 许范强 郭葆元 |
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作者单位: | 1. 中勘冶金勘察设计研究院有限责任公司 河北·保定071069;2. 辽宁天利金业有限责任公司 辽宁·丹东 118103 |
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摘 要: | 基于地表调查、物探等综合手段和理论分析,利用采空区覆岩变形机理、岩体结构特征、几何要素特征和变形时间效应,建立了力学分析的地质力学模型,采用了多种数学力学方法和先进的三维数值模拟技术,分析了采空区覆岩变形对边坡稳定性的影响机理和强度,验算了边坡的稳定性.经工程判断,验算结果可靠,并依此进行了边坡治理设计.
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关 键 词: | 采空区 变形机理 数值模拟 治理设计 |
Stability Evaluation and Control Design of Partial Slope in an Iron Mine |
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Abstract: | Based on the surface investigation,geophysical exploration and other comprehensive means and theoretical analysis,using the deformation mechanism of overlying strata in mine-out area,structure characteristic of rock,characteristic of geometric elements and deformation time effect,a geomechanical model for mechanical analysis is established.Using a variety of mathematical mechanics methods and advanced three-dimensional numerical simulation technology,the influence mechanism and strength of overburden deformation on slope stability in mine-out area are analyzed and the stability of the slope is checked.Through the engineering judgment,the checking result is reliable,and according to this,the design of slope treatment is carried out. |
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Keywords: | mined-out area deformation mechanism numerical simulation governance design |
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