摘要
分析了软土地基路桥过渡段差异沉降产生的原因和常规处治方法,介绍了泡沫混凝土台后填筑处理方法。通过理论分析及工程实践表明,该方法可以达到控制桥头差异沉降的效果。
Analyze the cause of differential settlement at the bridge approach on soft soil foundation and introduce the routine treatment methods.A foam concrete back-filling treatment method was introduced. Through theoretical analysis and engineering practice,this method can achieve the effect of controlling the differential settlement of the bridgehead.
出处
《山西建筑》
2018年第24期133-135,共3页
Shanxi Architecture
关键词
软土地基
路桥过渡段
沉降
泡沫混凝土
soft soil foundation
bridge approach
settlement
foam concrete
