首页|铁路泡沫轻质土路基挡护结构的优化设计研究

铁路泡沫轻质土路基挡护结构的优化设计研究

扫码查看
泡沫轻质土在施工场地受限的路基帮宽工程中发挥了独特优势,为进一步优化铁路泡沫轻质土路基挡护结构,在商合杭(商丘—合肥—杭州)铁路肥东站开展工程现场试验,获得了挡护结构的受力特征与变化情况.结果表明:泡沫轻质土浇筑完成后具有良好的自立性及强度,挡护结构所受侧向压力显著降低,挡护结构承受的侧向土压力仅2~5 kPa,土压力系数逐渐减小趋近于0.1,因此泡沫轻质土路基挡护结构主要作用是防止泡沫轻质土的劣化、保护轻质土性能,兼作施工模板,可以根据泡沫轻质土填筑固化前的侧压力和风荷载进行结构优化设计.
Study on Optimal Design of Retaining Structure of Light Weight Foamed Concrete Subgrade
Light Weight Foamed Concrete(LWFC)has played a unique advantage in the subgrade widening project with limited construction site.In order to further optimize the retaining structure of railway LWFC subgrade,field tests were carried out at the Feidong station of Shangqiu-Hefei-Hangzhou railway,and the stress characteristics and changes of the retaining structure were obtained.The results show that the LWFC has good independence and strength after pouring.The lateral pressure on the retaining structure is significantly reduced.The lateral earth pressure on the retaining structure is only 2~5 kPa,and the earth pressure coefficient gradually decreases to 0.1.Therefore,the main function of the LWFC embankment retaining structure is to prevent the deterioration of the LWFC,protect the performance of the LWFC,and serve as a construction template,which can be optimized according to the lateral pressure and wind load before the LWFC filling and curing.

railway subgradeLWFCoptimal design of retaining structureexperimental researchwidening embankment

杨莹、陈尚勇、杭红星

展开 >

中铁第四勘察设计院集团有限公司,武汉 430063

铁路路基 泡沫轻质土 挡护结构优化设计 试验研究 帮宽路基

中铁第四勘察设计院集团有限公司科技研究开发项目

2021K019

2024

铁道建筑
中国铁道科学研究院

铁道建筑

北大核心
影响因子:0.623
ISSN:1003-1995
年,卷(期):2024.64(3)
  • 11