碎石桩复合地基在大丽高速公路软土地基处理中的应用
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

TU41

基金项目:

国家自然科学基金(51879090)


Application of gravel pile composite foundation in improving soft subgrade of DaLi Highway
Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 文章评论
    摘要:

    大理至丽江的大丽高速公路位于云贵高原西北部,具有湖相沉积软土地基的特点,可采用碎石桩复合地基解决该类湖相沉积软土地基承载力的问题。结合现场勘测资料和室内试验数据分析了工程沿线地区湖相沉积软土的基本特性和碎石桩加固湖相沉积软土地基的效果;利用FLAC3D有限差分程序,采用复合模量均质法和群桩典型单元法建立模型对碎石桩复合地基进行了数值模拟。结果表明,路堤在这种柔性基础下,采用加设碎石垫层的碎石桩复合地基可以显著改善深厚软土地基的承载性能。

    Abstract:

    DaliLijiang highway is located in the northwest of YunnanGuizhou Plateau with the lacustrine soft soil ground. The gravel pile composite foundation is adopted to increase the bearing capacity of the lacustrine soft soil ground. The field application of gravel pile foundation in the southwest highway soft ground treatment is discussed and studied. The basic features of lacustrine soft soil along the highway are investigated using the field and laboratory test data. Then,the effect of gravel pile on the bearing capacity of natural lacustrine soft ground is evaluated based on the field monitoring data. The "Composite modulus homogenization" and "typical pile group element method" are adopted for the simulation of gravel pile foundation in lacustrine soft ground based on FLAC3D. Simulation results show that under the flexible foundation of highway,the use of crushed stone composite foundation with crushed stone cushion is effective to improve the bearing capacity of deep soft ground.〖KH*2D〗

    参考文献
    相似文献
    引证文献
引用本文

张秀勇,王海龙,李杰.碎石桩复合地基在大丽高速公路软土地基处理中的应用[J].河海大学学报(自然科学版),2021,49(5):455-459.(ZHANG Xiuyong, WANG Hailong, LI Jie. Application of gravel pile composite foundation in improving soft subgrade of DaLi Highway[J]. Journal of Hohai University (Natural Sciences),2021,49(5):455-459.(in Chinese))

复制
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2021-09-25
  • 出版日期: 2021-09-25