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高速公路软土路基沉降监测及预测研究

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文中结合某一软土路基开展沉降变形预测分析,主要采用双曲线法和S曲线法拟合沉降变形.结果表明,为保证在路面所有荷载下,软土路基有充分的预压时间,预压时间不少于3 个月;S曲线可调整r的值来降低预测所产生的偏差;而运用双曲线方法对沉降进行预测时,其结果受预测时长的影响较大,如要提高预测精度,预测时采用的时长需要根据曲线变化选择在曲线反弯点后.
Research on Settlement Monitoring and Prediction of Soft Soil Roadbeds on Highways
In the construction process of expressway soft soil subgrade section,due to the influence of geological conditions,the road construc-tion has been seriously hindered.In this paper,combined with a soft soil subgrade settlement deformation prediction analysis,mainly using hy-perbolic method and"s"curve method to fit the settlement deformation.The results show that the preloading time is not less than 3 months in order to ensure that the soft soil subgrade has sufficient preloading time under all road loads;S curve can adjust the value of R to reduce the prediction error;The hyperbolic method is used to predict the settlement.The measured settlement time has a great influence on the prediction results.The measured settlement time must exceed the reverse bending point of the settlement process line,otherwise the reasonable prediction results can not be obtained.

Soft soil subgradeSettlement predictionHyperbolic methodS-curve method

吴元玮

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福建省高速公路集团有限公司莆田管理分公司,福建 莆田 351100

软土路基 沉降预测 双曲线法 S曲线法

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.(10)