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工程学研究

Journal of Engineering Research

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Journal of Engineering Research. 2025; 4: (7) ; 10.12208/j.jer.20250334 .

Prediction of subgrade settlement and comparison of reinforcement technologies for expressways on soft soil foundations
软土地基高速公路路基沉降预测与加固技术对比

作者: 李君伟 *

四川省公路院工程监理有限公司 四川成都

*通讯作者: 李君伟,单位:四川省公路院工程监理有限公司 四川成都;

引用本文: 李君伟 软土地基高速公路路基沉降预测与加固技术对比[J]. 工程学研究, 2025; 4: (7) : 102-104.
Published: 2025/7/12 14:20:51

摘要

软土地基的沉降问题是高速公路建设中常见且严重的挑战之一。本文通过对软土地基高速公路路基沉降的预测方法进行研究,评估了几种常用的预测技术,并对比了相应的加固技术。通过分析不同加固方法对路基沉降的影响,提出了最适用于不同地质条件下的优化方案。结合适当的加固措施与沉降预测技术,可以显著提高高速公路的稳定性和安全性。本研究为软土地基高速公路建设中的沉降控制与加固提供了理论支持和实践指导。

关键词: 软土地基;路基沉降;预测技术;加固技术;高速公路

Abstract

The settlement problem of soft soil foundations is one of the common and serious challenges in expressway construction. This paper studies the prediction methods for subgrade settlement of expressways on soft soil foundations, evaluates several commonly used prediction technologies, and compares the corresponding reinforcement techniques. By analyzing the influence of different reinforcement methods on subgrade settlement, optimization schemes most suitable for different geological conditions are proposed. Combining appropriate reinforcement measures with settlement prediction technologies can significantly improve the stability and safety of expressways. This study provides theoretical support and practical guidance for settlement control and reinforcement in the construction of expressways on soft soil foundations.

Key words: Soft soil foundation; Subgrade settlement; Prediction technology; Reinforcement technology; Expressway

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