道路高填方地基承载力研究分析  

Research and Analysis of Bearing Capacity of High-Filled Road Foundation

作　　者：郭洪阳 梅朝 梁庆学 杜飞 GUO Hongyang;MEI Zhao;LIANG Qingxue;DU Fei

机构地区：[1]中国市政工程中南设计研究总院有限公司,湖北武汉430010

出　　处：《城市道桥与防洪》2023年第3期226-229,M0021,共5页Urban Roads Bridges & Flood Control

摘　　要：结合实际工程案例,以普朗特尔、太沙基地基承载力理论为基础,分析了道路填方路基土承载力的发挥情况及设计验算方法,以期为今后类似的工程设计提供参考。Combined with the practical engineering cases,based on the theories of the bearing capacity of Prandtl L and Terzaghi K,the bearing capacity of the filled road subgrade and its design check calculation method are analyzed so as to provide a reference for the design of the similar projects in the future.

关 键 词：高填方道路 地基承载力 普朗特尔理论 太沙基理论 

分 类 号：U416.1[交通运输工程—道路与铁道工程]