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桩托式路基形变特征现场试验研究

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针对高填软土路基易滑塌失稳,提出了桩托式路基结构,并通过现场监测试验研究了桩托式路基的沉降变形特征.结果表明:1)封闭效应影响下,桩托式路基横断面内沉降形状呈现明显的"沉降盆"特征;2)路基竖向变形主要由地基沉降和轻质土路基自身的收缩变形两部分组成.
On-site Experiments for Deformation Characteristics of Piles Supported Subgrade
The pile-supported subgrade structure is proposed in view of the sliding and instability of the high-filled soft soil subgrade,and the settlement and deformation characteristics of the pile-supported subgrade are studied through the field monitoring test.The results show that:1)Under the influence of closure effect,the settlement shape in the crosssection of the pile-supported roadbed presents an obvious"settling basin"character;2)The vertical de-formation of the subgrade is mainly composed of the foundation settlement and the shrinkage deformation of the light-weight soil subgrade itself.

soft soilpiles supported subgradeon-site monitoringsettlementlight soil

张一新、桑伟宁、陈修和

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寿县交通工程质量监督站,淮南 232001

安徽省交通规划设计研究总院股份有限公司,合肥 230088

软土 桩托式路基 现场监测 沉降 轻质土

2024

建材世界
武汉理工大学

建材世界

影响因子:0.869
ISSN:1674-6066
年,卷(期):2024.45(6)