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考虑坡形变化的层状边坡稳定性影响因素分析

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为探究坡面形状以及结构面倾角和结构面岩体参数对层状边坡稳定性的影响,利用FLAC3D软件采用强度折减法分别计算不同结构面倾角下凹形、直形和凸形层状边坡的安全系数。在结构面倾角为150°时,分析结构面密度、黏聚力、抗拉强度、内摩擦角和泊松比等参数对层状边坡安全系数的影响。结果表明:1)不同坡面形状下结构面的倾角为0°~90°时层状边坡的稳定性大于结构面倾角为105°~165°时层状边坡的稳定性,即反倾层状边坡稳定性大于顺倾层状边坡。2)坡面形状为凸形时层状边坡稳定性降低,凹形和直形对稳定性的影响较小。3)结构面倾角为150°时,层状边坡的安全系数随结构面黏聚力、内摩擦角增大而增大,随密度增大而缓慢减小,抗拉强度和泊松比对其影响较小。
Influence factors analysis of layered slope stability considering variations in slope shape
To investigate the influence of slope shape,structural surface inclination,and structural surface rock parameters on the stability of layered slopes,FLAC3D software was used to calculate the safety coefficients of concave,straight and convex layered slopes under different structural surface inclinations by the strength reduction method.The influence of parameters such as structural surface density,cohesion,tensile strength,internal friction angle and Poisson's ratio on the safety coefficient of layered slopes were analyzed when the inclination angle of the structural surface was 150°.The results showed that:1)When the inclination angle of the structural surface is 0°~90°,the stability of layered slopes is greater than that of layered slopes when the inclination angle of the structural surface is 105°~165°.That is,the stability of Anti-dip layered slope is greater than consequent bedded layered slope.2)The stability of the layered slope decreases when the slope shape is convex,and the concave and straight shapes have less influence on the stability.3)When the inclination angle of the structural surface is 150°,the safety coefficient of layered slope increases with the increase of structural surface cohesion and internal friction angle,and decreases slowly with the increase of density,and the tensile strength and Poisson's ratio have less influence on it.

slope shapelayered slopeFLAC3Dstrength reduction methodstability analysis

熊朝林、陈俊智、任春芳、卢林娟

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昆明理工大学 公共安全与应急管理学院,昆明 650093

昆明理工大学 国土资源工程学院,昆明 650093

坡面形状 层状边坡 FLAC3D 强度折减法 稳定性分析

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)