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暴雨工况下铁路弃土场高边坡安全稳定性分析

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研究针对暴雨工况下铁路弃土场高边坡安全稳定性问题进行了深入分析.通过数值模拟和极限平衡分析,探讨了不同降雨强度对边坡抗剪强度、孔隙水压力及滑动面形成的影响机制,明确了暴雨条件下边坡失稳的关键因素.结果表明,暴雨导致的地下水位上升和孔隙水压力增加是边坡失稳的主要诱因,且在高强度降雨下,边坡安全系数显著下降,滑坡风险显著增加.基于此,提出了合理的边坡排水设计、加固措施以及生态恢复方案,以有效减缓暴雨对边坡稳定性的影响.该研究为类似地质条件下的铁路工程提供了重要理论支持和实践指导,并为未来极端气候条件下的工程抗灾设计提供了新思路.
Safety and Stability Analysis of High Slope of Railway Spoil Yard under Heavy Rain Condition
in this paper,the safety and stability of high slope of railway spoil yard under heavy rain is analyzed.By means of numerical simulation and limit equilibrium analysis,the influence mechanism of different rainfall intensity on shear strength,pore water pressure and slip surface formation of slope is discussed.The results show that the increase of groundwater level and pore water pressure caused by heavy rainfall is the main cause of slope instability,and the slope Factor of safety decreases significantly and the landslide risk increases significantly under high intensity rainfall.Based on this,the reasonable slope drainage design,reinforcement measures and ecological restoration plan are put forward to effectively mitigate the impact of heavy rainfall on slope stability.This study provides important theoretical support and practical guidance for railway engineering under similar geological conditions,and provides new ideas for engineering disaster-resistant design under extreme climate conditions in the future.

heavy rain conditionrailway spoil yardhigh slopestability analysisnumerical simulation

孟月宇、廖铭超、黄九龙、龙大六

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中铁上海工程局集团第五工程有限公司,广西 南宁 530000

暴雨工况 铁路弃土场 高边坡 稳定性分析 数值模拟

2024

交通节能与环保
人民交通出版社股份有限公司,交通运输部公路科学研究院

交通节能与环保

影响因子:0.286
ISSN:1673-6478
年,卷(期):2024.20(z2)