华南理工大学学报(自然科学版) ›› 2021, Vol. 49 ›› Issue (4): 97-107.doi: 10.12141/j.issn.1000-565X.200478

所属专题: 2021年交通运输工程

• 交通运输工程 • 上一篇    下一篇

滨海高速公路软基变形规律及沉降预测应用

谢杰辉牛富俊彭智育2† 古传威蒋望涛1 杜雪明3   

  1. 1.华南理工大学 土木与交通学院∥亚热带建筑科学国家重点实验室∥华南岩土工程研究院,广东 广州 510640;
    2.广东交通实业投资有限公司,广东 广州 510500;3.郑州大学 水利科学与工程学院,河南 郑州 450001

  • 收稿日期:2020-08-10 修回日期:2020-10-12 出版日期:2021-04-25 发布日期:2021-04-01
  • 通信作者: 彭智育(1981-),男,高级工程师,主要从事路基工程与地质灾害研究。 E-mail:275363324@qq.com
  • 作者简介:谢杰辉(1989-),男,博士生,主要从事路基及边坡工程研究。E-mail:ctxiejh@mail.scut.edu.cn
  • 基金资助:
    国家自然科学基金资助项目(52008379)

Deformation Law and Settlement Prediction Application of Soft Soil Subgrade in Coastal Expressway

XIE JiehuiNIU FujunPENG ZhiyuGU ChuanweiJIANG WangtaoDu Xueming3   

  1. 1.School of Civil Engineering and Transportation∥State Key Laboratory of Subtropical Building Science∥South China
     Institute of Geotechnical Engineering, South China University of Technology, Guangzhou 510640, Guangdong, China; 
    2. Guangdong Transportation Group Co., Ltd.,  Guangzhou 510500, Guangdong, China; 3. School of 
    Water Conservancy and Environment, Zhengzhou University, Zhengzhou 450001, Henan,China
  • Received:2020-08-10 Revised:2020-10-12 Online:2021-04-25 Published:2021-04-01
  • Contact: 彭智育(1981-),男,高级工程师,主要从事路基工程与地质灾害研究。 E-mail:275363324@qq.com
  • About author:谢杰辉(1989-),男,博士生,主要从事路基及边坡工程研究。E-mail:ctxiejh@mail.scut.edu.cn
  • Supported by:
    Supported by the National Natural Science Foundation of China(52008379)

摘要: 滨海高速公路因软土欠固、海盐侵蚀和鱼塘开挖等因素导致路基出现一定程度的差异沉降,对高速运行车辆造成严重的安全隐患。为了探讨软土路基沉降变形规律,对路面沉降量、水平侧向位移和路基裂缝间的关系进行分析。基于路面实测沉降资料,建立以误差平方和倒数与误差绝对值倒数为基础的变权重组合预测模型。工程实例分析表明,当路面累积沉降差大于等于60mm和水平累积侧向位移大于等于30mm时,软土路基路面会出现反射裂缝。此外,利用统计学原理合理分配4种拟合优度较大的成长曲线模型的预测误差而建立的变权重组合预测模型比单项预测模型的鲁棒性强,吻合效果好,且满足实际工程要求,可为滨海高速公路软土路基工后沉降预测提供一种实用而有效的方法。

关键词: 软土路基, 滨海高速公路, 变形规律, 沉降预测应用, 变权重系数

Abstract: Coastal expressways usually show a certain degree of differential settlement resulted from under-consolidated soft soil, eroding sea salt and excavated fish pond and other factors, which has caused serious safety hazards to high-speed vehicles. To explore the deformation law in soft soil subgrade, the relationship among the surface settlement, horizontal lateral displacement and subgrade cracks was analyzed. Based on the measured settlement data, two variable-weight combination forecasting models on the basis of the reciprocal value in square sum and absolute value of error were established. The engineering examples shows that when the cumulative surface settlement difference was larger than or equal to 60mm and the horizontal cumulative displacement was larger than or equal to 30mm, respectively, the reflective cracks are likely to appear on the soft soil subgrade. Moreover, the variable-weight combination forecasting model by using statistical principles to reasonably allocate the forecast errors from the four growth curve models has better fitting effect and robustness than the single forecasting model. And it can meet the actual engineering requirements and provide a practical and effective method for the post-construction settlement prediction in the soft soil subgrade of coastal expressway.

Key words: soft soil subgrade, coastal expressway, deformation law, settlement prediction application, variable-weight coefficient

中图分类号: