首页|高速公路新旧路基差异沉降影响的模拟研究

高速公路新旧路基差异沉降影响的模拟研究

扫码查看
文中依托贵州某高速公路改扩建工程实践,结合有限元分析软件构建公路模型,分析在不可压缩模量、填方高度和拓宽宽度等因素影响下,新旧路面结合位置处不均匀沉降的发展规律.结果表明,新旧路基在距旧路中心 6 m以内,路基沉降较小,而在 6~18 m内逐渐增大,并在新旧路基结合位置增长速度放缓,但数值进一步增加,在拓宽路基边缘位置出现最大沉降,沉降曲线在末尾处出现"波谷"状.适当增加地基土压缩模量能有效解决新旧路基差异沉降问题,提高工程质量.
Simulation Study on the Influence of Differential Settlement of Expressway Subgrade between Old and New
Based on the practice of a highway reconstruction and expansion project in Guizhou province,this paper builds a highway model with finite element analysis software to analyze the development law of uneven settlement at the joint location of the old and new pavement under the influence of incompressible modulus,fill height and widening width.The results show that the settlement of the new and old roadbed is small within 6 m from the center of the old road,and gradually increases in the range of 6~18 m,and the growth rate slows down at the combination position of the new and old roadbed,but the value increases further.The maximum settlement occurs at the edge of the widened roadbed,and the settlement curve shows a"trough"shape at the end.Appropriately increasing the subgrade compression modulus can effectively improve the differential settlement of new and old subgrade and improve the engineering quality.

ExpresswayReconstruction and expansion projectsDifferential settlement

覃兑

展开 >

贵州桥梁建设集团有限责任公司,贵州 贵阳 550001

高速公路 改扩建工程 差异沉降

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.(2)
  • 9