Variation law of pore water pressure in soil improved by underwater vacuum preloading method

被引：0
|
作者：
Han, Xue-Feng
Kwong, A.K.L.
Tham, L.G.
Zhao, Wei-Bing
机构：
[1] Department of Civil Engineering, University of Hong Kong, Hong Kong, Hong Kong
[2] Nanjing Hydraulic Research Institute, Nanjing 210029, China
来源：
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering | 2008年 / 30卷 / 05期
关键词：
D O I：
暂无
中图分类号：
学科分类号：
摘要：
引用
收藏
页码：658 / 662
相关论文
共 50 条
  • [31] Experimental study of pore water pressure variation law of muck under high energy impact
    Li Zhang-Ming
    Liu Jun-xiong
    ROCK AND SOIL MECHANICS, 2014, 35 (02) : 339 - 345
  • [32] Experimental research of water table variety rule in the vacuum preloading consolidation soil foundation
    Wang, Yue-Guo
    Wang, Xing-Hua
    GEO-CHANGSHA 2007: AN INTERNATIONAL CONFERENCE ON GEOTECHNICAL ENGINEERING, PROCEEDINGS, 2007, : 355 - 359
  • [33] Field tests on soft soil with confined underground water by vacuum-surcharge preloading
    Jin, Xiao-Rong
    Yu, Jian-Lin
    Gong, Xiao-Nan
    Huang, Da-Yu
    Yang, Lei-Xia
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2007, 29 (05): : 789 - 794
  • [34] Variation of pore water pressure and volume strain of saturated clayey soil during high pressure compression test
    Li, Wenping
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 1999, 21 (06): : 666 - 669
  • [35] Consolidation characteristics and settlement calculation method of soft soil foundation under vacuum preloading
    Wang, Siliu
    Zhang, Dongqi
    Chen, Jisheng
    Huang, Xin
    Wang, Jingbo
    Fu, Xudong
    Journal of Railway Science and Engineering, 2022, 19 (03) : 674 - 682
  • [36] Calculation Method of Bearing Capacity Improvement of Soft soil foundation under Vacuum Preloading
    Shen, Yang
    Huang, Wenjun
    Li, Yande
    Xu, Haidong
    ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING, PTS 1-4, 2013, 353-356 : 352 - 356
  • [37] Transparent soil model test of vacuum preloading method on ultra-soft soil and formation mechanism of "soil pile"
    Jiang H.
    Wu Y.
    Kong G.
    Li J.
    Wu, Yajun (wyjdldz@163.com), 1600, Harbin Institute of Technology (52): : 33 - 40
  • [38] Vacuum preloading consolidation of Yaoqiang Airport runway - Soil improvement by the vacuum preloading method for an oil storage station - Consolidation of a very soft clay with vertical drains
    Skinner, AE
    Chu, J
    Almeida, MSS
    Tang, M
    Shang, JQ
    GEOTECHNIQUE, 2002, 52 (02): : 148 - 154
  • [39] Pore pressure response in multi-layered soil foundation improved by dynamic compaction method
    Yan, Shu-Wang
    Wei, Yun
    Tianjin Daxue Xuebao (Ziran Kexue yu Gongcheng Jishu Ban)/Journal of Tianjin University Science and Technology, 2010, 43 (03): : 222 - 228
  • [40] Preliminary study of real-time pore water pressure response and reinforcement mechanism of air-booster vacuum preloading treated dredged slurry
    Shi Li
    Hu Dong-dong
    Cai Yuan-qiang
    Pan Xiao-dong
    Sun Hong-lei
    ROCK AND SOIL MECHANICS, 2020, 41 (01) : 185 - 193
12345