| 贯通裂隙条件下地下巷道失稳的理论分析 |
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| 引用本文： | 顾铁凤.贯通裂隙条件下地下巷道失稳的理论分析[J].太原理工大学学报,2005,36(1):30-32. |
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| 作者姓名： | 顾铁凤 |
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| 作者单位： | 太原理工大学,理学院,山西,太原,030024 |
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| 基金项目： | 山西省自然科学基金项目(991029) |
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| 摘 要： | 针对地下岩体的贯通性构造裂隙分布特征,进行了贯通性裂隙分布对地下巷道失稳规律的理论分析,并结合潞安矿区的巷道实测资料做了实例计算,验证了理论分析的正确性。
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| 关 键 词： | 贯通裂隙 地下巷道 失稳 |
| 文章编号： | 1007-9432(2005)01-0030-03 |
| 修稿时间： | 2004年2月25日 |
Theoretical Analysis on Underground Roadways Unstability under Penetrative Cranny |
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| GU Tie-feng.Theoretical Analysis on Underground Roadways Unstability under Penetrative Cranny[J].Journal of Taiyuan University of Technology,2005,36(1):30-32. |
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| Authors: | GU Tie-feng |
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| Abstract: | In allusion to penetrative cranny distributing characteristics of underground rock-mass, the effect laws of the penetrative cranny distribution on underground roadway unstability were analyzed, and the correctness to the theoretical analysis by example calculation of roadway observation data in Wuyang coalmine of Lu'an mining district was proved. |
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| Keywords: | penetrative cranny underground roadway unstability |
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