长沙理工大学学报(自然科学版)
泡沫轻质土填筑软土地基沉降分析及控制
DOI:
作者:
作者单位:

作者简介:

曾勇(1992-),男,湖南郴州人,长沙理工大学硕士研究生,主要从事路基路面工程的研究

通讯作者:

中图分类号:

U416

基金项目:

湖南省自然科学基金资助项目(13JJ3070);内蒙古自治区交通运输厅建设科技项目(NJ-2015-35)


Sedimentation analysis and control of soft soil foundation filled with foamed light soil
Author:
Affiliation:

Fund Project:

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

    为了解决软土地基变形导致路面不均匀沉降问题,并使泡沫轻质土更广泛地应用于路堤填筑,利用 ANSYS有限元软件,对泡沫轻质土填筑不同高度、密度和弹性模量的路堤进行了理论分析。研究结果表明, 软土层弹性模量对路基沉降影响最大,而其粘聚力的变化对路基沉降几乎无影响;与普通路基相比,泡沫轻质土路基能够很大程度上降低路基沉降;泡沫轻质土路堤高度的增大、弹性模量的减小和密度的增大均会使路基沉降增大。同时,发现泡沫轻质土密度大于11kg/m3、路堤高度大于或等于12m 时,路基易发生失稳。

    Abstract:

    In order to solve the problem of uneven settlement of the soft soil foundation, and to make the foam lightweight soil more widely used in embankment filling, the model in ANSYS finite element software is established, which can help the theoretical analysis of the embankment with different heights, density and elastic modulus of foamed light soil.Re-sults show that the elastic modulus of soft soil layer have the most effect on the settlement of subgrade, and the change of cohesion has little influence on the settlement of subgrade.Compared with the common subgrade, the foam lightweight soil roadbed can largely reduce the subgrade settlement.The increase settlement of the embankment influence by the in-crease of the height of the embankment, the decrease of the elastic modulus and the increase of the density.Meanwhile, it is found that the roadbed is prone to be unstable when the density of the foamed lights oilisover11kg/m3, and the height of the embankment is over or equal to 12m.

    参考文献
    相似文献
    引证文献
引用本文

曾勇,刘勇,石苏意,等.泡沫轻质土填筑软土地基沉降分析及控制[J].长沙理工大学学报(自然科学版),2017,(2):7-13,74.
ZENG Yong l, LIU Yong, SHI Su-yi, et al. Sedimentation analysis and control of soft soil foundation filled with foamed light soil[J]. Journal of Changsha University of Science & Technology (Natural Science),2017,(2):7-13,74.

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: 2022-04-28
  • 出版日期:
文章二维码