摘要
目前．山区修建高速公路在我国已逐年增多，但对深挖路堑边坡设计重要性的认识尚有待提高。该文通过介绍化～临高速公路卧牛山深挖路堑边坡的稳定性评价方法，提出了合理的设计方案，旨在帮助有关设计人员在进行高速公路深挖路堑边坡设计时采用合理的设计依据．以保证工程质量。
At present. the construction of freeway in mountainous regions is increasing year By year in China. Thence. the understanding of the design of deep excavation cut slope has to be enhanced. By the introduction of the method of stability assessment of the Mt. Woniushan deep excavation cut slope of Hua- Linfreeway. this paper presents a rational design scheme. It aims to help the related designers to adopt rational basis in conducting the deep excavation cut slope design of freeway. so as to guarantee the quality of the project.
出处
《勘察科学技术》
1998年第6期32-36,共5页
Site Investigation Science and Technology
