真空-堆载加固胶州湾软基现场试验研究
DOI:
CSTR:
作者:
作者单位:

1. 海洋环境与生态教育部重点实验室,山东 青岛 266100; 2. 中国海洋大学环境科学与工程学院,山东 青岛 266100;3.青岛市勘察测绘研究院,山东 青岛 266032

作者简介:

通讯作者:

中图分类号:

基金项目:


Field testing on strengthening of soft soil by vacuum-surcharge preloading in jiaozhou bay
Author:
Affiliation:

1. Key Laboratory of Marine Environment and Ecology, Ministry of Education, Qingdao 266100, China;2. College of Environmental Science and Engineering, Ocean University of China, Qingdao 266100, China;3. Qingdao Geotechnical Investigation and Surveging Research Institute, Qingdao 266032, China

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:

    结合现场监测数据,对真空-堆载联合预压加固软基过程的地表沉降、孔隙水压力、水平位移和地下水水位随时间的变化规律进行分析。分析表明:真空联合堆载预压能加快地基沉降的速率,缩短施工工期;真空联合堆载预压对浅层土孔压变化影响明显,而对深土层孔压变化较为缓慢;抽真空开始后土体水平位移方向是指向加固区内的,而堆载预压阶段是指向加固区外的;真空联合堆载预压减少地基的水平变形,提高了地基的稳定性。

    Abstract:

    The development of vacuum-surcharging preloading method is briefly introduced. Based on the field monitoring data, the change law of surface settlement, pore water pressure, horizontal displacement and water level by vacuum-surcharging preloading method with time are analyzed. The results show that the vacuumsurcharging preloading method can speed up the rate of foundation settlement and shorten the construction period.The change of the pore water pressure in shallow soil is obvious while in deep soil is slow in the process of vacuumsurcharging preloading. The direction of the horizontal displacement in the process of vacuum preloading turns to the inside of the strengthened area, while in the process of surcharge preloading it turns to the outside of the strengthened area, vacuum-surcharging preloading method reduces horizontal displacement and improves the stability of the foundation.

    参考文献
    相似文献
    引证文献
引用本文

刘国祥,安庆军,等.真空-堆载加固胶州湾软基现场试验研究[J].水运工程,2011(10):145-148.

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: 2011-11-16
  • 出版日期:
文章二维码