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作 者:朱华 ZHU Hua(Jiangsu Dianhang Construction Engineering Co.,Ltd.,Taizhou,Jiangsu Province,225500 China)
机构地区:[1]江苏典航建设工程有限公司,江苏泰州225500
出 处:《大众科学》2024年第2期18-21,共4页China Public Science
摘 要:首先探讨了路基填筑中,填筑材料选择、填筑厚度控制及层间压实度对路基稳定性的影响。接着,详细分析了新老路基衔接部位差异沉降的控制方法和实践应用,如换填法、抛石挤淤法和排水固结法等。此外,还讨论了支挡结构的设计与作用,特别是在高填挖区域的应用,以及老路基边坡的治理策略和实施方法。The article first explores the influence of filling material selection,filling thickness control,and interlayer compaction on the stability of roadbed in roadbed filling.Subsequently,a detailed analysis was conducted on the control methods for differential settlement at the junction of new and old subgrades,such as the replacement method and rock filling methods,riprap and siltation methods,and drainage consolidation methods,as well as their applications in practical engineering.In addition,the article also discusses the design and function of retaining structures,especially their application in high fill and excavation areas,as well as the treatment strategies and implementation methods of old roadbed slopes.
关 键 词:路 基填筑 新老路基交接 差异沉降控制 支挡结构
分 类 号:TU753[建筑科学—建筑技术科学]
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