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[Oral Presentation]高压旋喷桩复合边坡加固效果研究

高压旋喷桩复合边坡加固效果研究
ID:114 View Protection:ATTENDEE Updated Time:2025-08-07 21:51:52 Hits:65 Oral Presentation

Start Time:2025-08-15 20:50 (Asia/Shanghai)

Duration:10min

Session:[S1] 8月15日晚上 研究生分会 » [S1-5] 研究生分会场五

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Abstract
为研究高压旋喷桩复合边坡加固效果,本文基于有限元方法,利用ABAQUS软件建立三维数值模型,分析高压旋喷桩复合边坡加固效果以及不同桩间距下加固效果的差异,得出相应结论。主要得到以下结论:相较于素土边坡,高压旋喷桩复合边坡的水平位移和沉降量明显减小。桩间距的增大会导致边坡水平位移和沉降量增加。桩的弹性模量越大,复合边坡的结构稳定性越强。
 
Keywords
Speaker
崔焱
研究生 长安大学

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