摘要
从应力路径的角度出发,详细分析了真空降水预压技术加固桥坡深厚软土地基的机理,结合实际工程,分析了真空降水预压加固高填土桥坡软基的技术特点、加固效果,为防治桥头跳车提供了一条新的思路和途径。
Started from stress route, it analyzes the principles of vacuum rainfall reinforced road bank thick soft base. Combined with practical project, it analyzes the skill features and reinforced effect of vacuum rainfall reinforced bridge slope soft base, offers a new thought and way of protecting bridge jumping.
出处
《山西建筑》
2007年第21期106-107,共2页
Shanxi Architecture