摘要
文章在分析现有加筋陡坡路堤变形破坏型式及机理分析的基础上,提出了加筋组合挡墙陡坡路堤的改进型式,通过工程实际应用表明,改进后的加筋陡坡路堤稳定性大大提高,具有较好的工程应用价值。
By analyzing the type and mechanism of deformation and damage found in the existing reinforced steep embankment,the Paper proposes as an improvement type——reinforced complex retaining wall for steep embankment.Actual engineering practice shows the stability of improved reinforced steep embankment has been greatly enhanced.It has very high engineering application value.
出处
《西部交通科技》
2007年第5期55-57,共3页
Western China Communications Science & Technology
关键词
道路工程
加筋
陡坡路堤
组合挡墙
稳定性
Road engineering
Reinforcement
Steep embankment
Complex retaining wall
Stability
