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市政道路改扩建工程中新老路基沉降差异性研究

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文中以深圳某市政道路扩建工程为例,对该工程新老路基的沉降差异进行对比分析,探究不同因素对新老路基沉降值和横坡比的影响.实践表明,台阶式开挖法对新、老路基沉降差异和横坡比的控制效果更好;新路基对老路基的影响随着开挖坡度的减小而减小;随着道路加宽宽度的增加,老路中心沉降量和新路沉降值最大值呈现出不断提高的趋势;在软土地基处理初期,采取增强措施的改善效果较为明显,同时增强地基的压缩模量是控制新老路地基不均匀沉降的有效途径.
Research on Settlement Difference of New and old Roadbed in Municipal Road Reconstruction and Expansion Project
Taking a municipal road expansion project in Shenzhen as an example,this paper compares and analyzes the settlement difference between the new and old roadbed in the expansion project,and deeply explores the influence of different factors on the settlement value and transverse slope ratio of the new and old roadbed.The practice shows that the bench excavation method has a better control effect on the differ-ence of settlement and transverse slope ratio between the new and old subgrade.The influence of the new subgrade on the old subgrade decrea-ses with the decrease of the excavation slope.With the increase of road widening width,the center settlement of old road and the maximum set-tlement value of new road show a trend of increasing.In the early stage of soft soil foundation treatment,the improvement effect of strengthening measures is more obvious,and strengthening the compressive modulus of the foundation is an effective way to control the uneven settlement of the new and old roads.

Municipal roadRoad reconstruction and expansionSubgrade settlementSoft soil foundation

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深圳市广汇源环境水务有限公司,广东 深圳 518000

市政道路 道路改扩建 路基沉降 软土地基

2024

江西建材
江西省建材科研设计院

江西建材

影响因子:2.247
ISSN:1006-2890
年,卷(期):2024.(9)