科技创新与应用2024，Vol.14Issue(7)：123-127,133,6.DOI:10.19981/j.CN23-1581/G3.2024.07.028
路基高边坡自适应锚索支护效果及稳定性研究
杨猛 1拾亭2
作者信息
- 1. 中国电建集团华东勘测设计研究院有限公司,杭州 311122
- 2. 浙江华东岩土勘察设计研究院有限公司,杭州 310030
- 折叠
摘要
Abstract
This study takes the Wumupu high slope support of the Biwei Expressway in Guizhou Province as the engineering background,and uses the large-scale finite difference software FLAC3D for numerical simulation to analyze the stress mechanism and working performance of the support structure at each stage.The study shows that before installing the anchor cable,the safety factor is 1.06.After 1 400 kN and 1 500 kN anchor cables had been installed,the safety factor increased to 1.11.After all anchor cables had been installed,the safety factor increased to 1.29.Under the anchoring effect of the anchor cables,the sliding trend of the slope decreased,and the horizontal and vertical displacement of the slope significantly decreased.The adaptive anchor cable after graded slope support had a good anchoring effect,and the slope was basically stable.This verified the applicability and feasibility of the adaptive anchor cable graded support method in the Wumupu high slope,which provides a theoretical basis and numerical reference for accurately determining the true stress state of slopes.关键词
路基高边坡/自适应锚索/支护效果/稳定性研究/受力机理Key words
high slope of roadbed/adaptive anchor cable/supporting effect/stability study/stress mechanism分类
建筑与水利引用本文复制引用
杨猛,拾亭..路基高边坡自适应锚索支护效果及稳定性研究[J].科技创新与应用,2024,14(7):123-127,133,6.
