摘要
通过对贵广线DK51＋ 980.04 ～ DK552＋ 094.26区间段和DK51 ＋980.04 ～ DK52 ＋094.26区间段边坡路基横断面图进行拉伸,建立了滑坡三维模型,研究分析了边坡在自然状态下的安全系数,同时探讨不同桩间距和不同布桩位置对边坡的影响,为类似工程提供了借鉴.
The paper undertakes the stretch of slope roadbed cross-sectional drawing between DKS1 ＋ 980.04 -DK52 ＋ 094.26 and DKSI ＋ 980.04 - DIC52 ＋ 094.26 sections along Guizhou-Guangzhou Railway, establishes the slope three-dimension model, researches and analyzes the slope＇ s safety coefficient under the natural status, and explores the influence of the intervals and pile positions of different piles on slopes, so as to provide some reference for similar projects.
出处
《山西建筑》
2014年第16期79-80,共2页
Shanxi Architecture
关键词
抗滑桩
边坡
稳定性
slide-resistance pile, slope, stability
