摘要
通过梅河高速公路类土质边坡的现场调查研究,阐述了类土质高边坡的坡体结构特征和主要坡坏形式;并以工程实例为基础,对类土质边坡工点的设计过程进行分析,研究了类土质高边坡设计思路和方法,工程实践证明,边坡处于稳定状态。
Through field investigation and study on the soil-like slope along Meihe Highway, the structural features of the slope body and the main failure mode are described; furthermore, based on case study, the design process of the construction site on the slope is analyzed, thus the thinking and method for soil-like high slope design is studied. The engineering practice has proved the slope is stable.
出处
《路基工程》
2012年第4期152-154,158,共4页
Subgrade Engineering