Installation effects of vibro replacement stone columns in soft clay

被引:0
|
作者
Egan, D. [1 ]
Scott, W. [1 ]
McCabe, B. [2 ]
机构
[1] Keller Ground Engn, Coventry, W Midlands, England
[2] Natl Univ Ireland, Dept Civil Engn, Galway, Ireland
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The installation of vibro replacement stone columns in any soil causes significant changes to the stress regime around each probe location. In soft clays, the principal effects are caused by a cavity expansion mechanism as the probe is introduced into the soil and the stone column constructed. This paper presents observations of changes in soil volume and pore water pressure during stone column installation. The implications for the most suitable column construction techniques and the soil strength limiting column construction arising from the observations are discussed. The data presented are also of interest to those validating numerical models of stone column installation, and issues relevant to the practical application of numerical modeling are considered.
引用
收藏
页码:23 / +
页数:2
相关论文
共 50 条
  • [21] Pipe pile installation effects in soft clay
    Xu, X. T.
    Liu, H. L.
    Lehane, B. M.
    [J]. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 2006, 159 (04) : 285 - 296
  • [22] Influence of permeability of soft clay on the efficiency of stone columns and geosynthetic-encased stone columns - a numerical study
    Rajesh, S.
    Jain, P.
    [J]. INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 2015, 9 (05) : 483 - 493
  • [23] Numerical Simulation of the Installation of Vibro Displacement Columns in Normally Consolidated Clay Using a Field Case Study
    El Kamash, Walid
    El Naggar, Hany
    [J]. INTERNATIONAL JOURNAL OF GEOSYNTHETICS AND GROUND ENGINEERING, 2021, 7 (03)
  • [24] Numerical Simulation of the Installation of Vibro Displacement Columns in Normally Consolidated Clay Using a Field Case Study
    Walid El Kamash
    Hany El Naggar
    [J]. International Journal of Geosynthetics and Ground Engineering, 2021, 7
  • [25] Influence of Particle Gradation and Shape on the Performance of Stone Columns in Soft Clay
    Siahaan, Firman
    Indraratna, Buddhima
    Ngoc Trung Ngo
    Rujikiatkamjorn, Cholachat
    Heitor, Ana
    [J]. GEOTECHNICAL TESTING JOURNAL, 2018, 41 (06): : 1076 - 1091
  • [26] Geosynthetic-encased stone columns in soft clay: A numerical study
    Lo, S. R.
    Zhang, R.
    Mak, J.
    [J]. GEOTEXTILES AND GEOMEMBRANES, 2010, 28 (03) : 292 - 302
  • [27] Influence of geosynthetic encasement on the performance of stone columns floating in soft clay
    Dash, Sujit Kumar
    Bora, Mukul Chandra
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 2013, 50 (07) : 754 - 765
  • [28] Emissions assessment related to vibro stone columns
    Jefferson, I.
    Gaterell, M.
    Thomas, A. M.
    Serridge, C. J.
    [J]. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GROUND IMPROVEMENT, 2010, 163 (01) : 71 - 77
  • [29] Experimental Research for the Soft Soil Foundation Reinforced by Vibro-replacement Stone Pile
    Hu Hai-ying
    Zhang Yu-cheng
    Huang Zhi-xing
    [J]. ADVANCES IN CIVIL AND STRUCTURAL ENGINEERING III, PTS 1-4, 2014, 501-504 : 101 - +
  • [30] Installation of groups of stone columns in clay: 3D Coupled Eulerian Lagrangian analyses
    Geramian, Atefe
    Castro, Jorge
    Ghazavi, Mahmoud
    Miranda, Marina
    [J]. COMPUTERS AND GEOTECHNICS, 2022, 151