摘要
针对贵州省遵毕高速公路斜坡高填软土地基滑坡,分析其成因及稳定性,对处治措施进行多方案比较,选择安全经济的处治措施。并且对抗滑桩、素混凝土桩等加固措施在处治过程中的综合应用加以说明。
In this paper the formation mechanism and stability of soft-soil roadbed of expressway from Zhunyi to Bijie in Guizhou province are analyzed.Multi-program is designed for comparison and choice to get the safety and economic treatment methods.Synthetic application of anti-sliding pile and cement-mixed pile on the treatment processing is discussed.This paper will provide proof for the design of high filling roadbed with soft substratum in slope.
出处
《交通科技》
2015年第2期103-105,共3页
Transportation Science & Technology
关键词
软弱下卧层
高填方
软土路基
抗滑桩
soft substratum
high filling
soft-soil roadbed
anti-sliding pile
