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基于正交试验的废弃矿山边坡崩塌落石偏移研究

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边坡崩塌落石的横向偏移影响因素多、随机性大,使得防护工程设计的难度变大。针对废弃矿山边坡的崩塌落石规律进行研究,从而达到提高防护工程设计准确性及合理性的目的。为既突出重点又适度节省试验工作量,采用了四因素(坡度、坡长、石块大小及石块形状)、三水平的野外正交试验方法进行研究。试验结果及研究结论主要体现在四个方面:1)四个因素中,对偏移比影响较显著的是坡长,其它三个因素影响的显著性稍差、且大致均等;其中仅石块形状对偏移比影响的规律性强,即石块的形状越不规则对偏移比的影响越大,其它三个因素对偏移比的影响无直线性规律。2)工程设计所采用的偏移比不宜小于0。25。3)坡面局部覆盖土层或生长有植被时,能够减小偏移比。4)此类边坡落石的不确定性更大、规律性更弱,所以在进行工程勘察设计时,宜以现场落石试验确定偏移比。本研究在试块的选取、试验方法及场地的选择方面有一定的创新性,所得成果对此类防护工程设计具有一定的指导意义。
Study on rockfall offset of disused mine slope based on orthogonal test
There are many influencing factors and large randomness of lateral offset of slope rockfall,which makes the design of protection engineering more difficult.In order to improve the accuracy and rationality of protection engineering design,the law of rockfall collapse of disused mine slope was studied.In order to highlight the key points and moderately save the workload of the test,the field orthogonal test method with four factors(slope angle,slope length,stone size and stone shape)and three levels was used.The experimental results and research conclusions were mainly reflected in four aspects.1)among the four factors,the slope length has a more significant impact on the offset ratio.While the other three factors have a slightly less significant impact and are roughly equal.Among them,only the stone shape has a strong regularity on the offset ratio.That is,the more irregular the stone shape,the greater the influence on the offset ratio.And the other three factors have no linear regularity on the impact of the offset ratio.2)the offset ratio used in the engineering design should not be less than 0.25.3)when the slope is partially covered with soil or vegetation,the offset ratio can be reduced.4)the uncertainty and regularity of rockfall of this kind of slope are greater and weaker.So it is appropriate to determine the offset ratio by on-site rockfall test when carrying out engineering investigation and design.This study has some innovations in the selection of test blocks,test methods and sites.And the results have certain guiding significance for the design of such protective engineering.

disused mineslopecollapse rockfalloffset ratiogeological disaster prevention and controlecological restorationengineering investigation and design

刘学峰、王健、张胜龙

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中核大地生态科技有限公司,北京 100013

建设综合勘察研究设计院有限公司,北京 100007

废弃矿山 边坡 崩塌落石 偏移比 地质灾害治理 生态修复 工程勘察设计

2025

有色金属(矿山部分)
北京矿冶研究总院

有色金属(矿山部分)

影响因子:0.779
ISSN:1671-4172
年,卷(期):2025.77(1)