三门峡-大坝公路深路堑黄土边坡设计及稳定性评价  

Design for the Deeply-cut Loess Side Slope along Road Sanmenxia-Daba and the Stability Appraisal

作　　者：刘鹏[1] 

机构地区：[1]洛阳大学土木工程学院,河南洛阳471003

出　　处：《安徽建筑》2007年第3期133-134,共2页Anhui Architecture

摘　　要：文章通过对三大公路沿线黄土的地形、地貌、地质及气候的分析研究,并结合黄土在干燥状态下高强度的特点,总结出了黄土质深路堑边坡的设计方法,经过多年运行,稳定性较好,取得了较好的经济效益。Through the analysis of terrain, topography and geology of loess along Road Sanmenxia-Daba as well as the climate there, the design for the deeply-cut loess side slope, which has been put into operation for many years and is still in good stability, is summed up in view of the high strength of loess under dry climate. The design has achieved sound economic benefits.

关 键 词：深路堑黄土边坡 多级平台设计 稳定性评价 

分 类 号：U416.1[交通运输工程—道路与铁道工程] U419.4