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地震区多级边坡稳定性影响因素敏感性分析

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为优化边坡设计及预测边坡稳定性安全系数,文中考虑地震荷载下边坡土体参数和边坡几何参数的影响,并结合正交试验法和极差分析法,开展了地震荷载作用下多级边坡稳定性影响因素的敏感性分析.结果表明敏感性顺序:内摩擦角>坡比>坡高>黏聚力>平台宽度>地震峰值加速度>密度,同时构建了各影响因素与边坡稳定性安全系数间的预测模型,且预测效果较好.研究成果可为类似边坡稳定性评价提供参考.
SENSITIVITY ANALYSIS OF MULTISTAGE SLOPE STABILITY INFLUENCING FACTORS IN SEISMIC AREAS
To optimize slope design and predict the safety factor of slope stability under seismic loading,this paper considers the effects of soil parameters and slope geometric parameters.It uses orthogonal experiments and range analysis to conduct a sensitivity analysis of factors affecting multi-stage slope stability under seismic loads.The re-sults indicate the sensitivity order as follows:internal friction angle>slope ratio>slope height>cohesion>plat-form width>seismic peak acceleration>density.Additionally,predictive models were developed for each influenc-ing factor in relation to the safety factor of slope stability,showing good predictive performance.The findings provide a reference for evaluating the stability of similar slopes.

seismic loadmultistage slopeslope stabilitysensitivity analysis

荆祥、苏磊

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四川省公路规划勘察设计研究院有限公司,成都 610041

四川电力设计咨询有限责任公司,成都 610041

地震荷载 多级边坡 边坡稳定性 敏感性分析

2024

低温建筑技术
黑龙江省寒地建筑科学研究院

低温建筑技术

影响因子:0.237
ISSN:1001-6864
年,卷(期):2024.46(9)