摘要
针对内蒙古鄂尔多斯市某城郊公路路堑边坡重力式浆砌片石挡墙加固工程,对拟用锚固桩和预应力锚索型钢双排桩加固方案,从稳定性、工期、成本方面进行了对比分析。经综合分析,建议选择预应力锚索型钢双排桩,对挡墙进行加固。
The reinforcement scheme for anchored pile and pre-stressed anchor cable structural steel doublerow piles is comparatively analyzed from stability, period and cost based on the project for the reinforcement of gravity-type mortar rubble retaining wall of the cutting slope of a suburban highway. Through comprehensive analysis, it is recommended to select the pre-stressed anchor cable structural steel double-row piles to reinforce the retaining wall.
出处
《路基工程》
2017年第2期203-206,共4页
Subgrade Engineering
基金
内蒙古自治区教育厅:大断面多刀盘土压平衡矩形顶管隧道土体改良技术研究(NJZY14167)
关键词
重力式浆砌片石挡墙
预应力锚索
型钢双排桩
锚固桩
稳定性分析
加固方案
gravity-type mortar rubble retaining wall
pre-stressed anchor cable
structural steel double-row piles
anchored pile
stability analysis
reinforcement scheme