Effects of Clogging on Settlement Predictions of Ground Improved with Stone Columns

被引:2
|
作者
Tai, Pei [1 ]
Zhou, Chao [1 ]
机构
[1] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Kowloon, Hong Kong 999077, Peoples R China
关键词
clogging; stone column; consolidation; settlement; CONSOLIDATION; SOIL; CLAY; DEFORMATION; PERFORMANCE; FOUNDATION;
D O I
10.1007/s12205-019-2414-y
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Clogging of stone column (i.e., the mixture of column material and surrounding soil) is widely reported as well as its hindrance effect on the consolidation rate of soft ground improved with stone columns, however, its influence may be more complicated in settlement estimations. In this study, a modified consolidation model is proposed for making predictions of settlement with consideration of clogging. Its influence on permeability and compressibility is included while both radial and vertical flow in stone column are taken into account. Parametric studies reveal that the consolidation rate will be largely impeded if the permeability of clogged column drops below that of surrounding clay. The short-term settlement is lower mainly because of the reduction of permeability. On the contrary, the long-term settlement becomes larger due to an increase in compressibility. This finding implies that the final settlement may be underestimated if the clogging effects are not incorporated even when early field observations are available, as supported by a design example.
引用
收藏
页码:3889 / 3896
页数:8
相关论文
共 50 条
  • [41] A simple method for predicting settlement of stone column reinforced ground
    Madhav, M.R.
    Sharma, J.K.
    Chandra, S.
    Journal of the Institution of Engineers (India): Civil Engineering Division, 1999, 80 (01): : 15 - 19
  • [42] Soft soil improved by stone columns and/or ballast layer
    Al Saoudi, Namir Khoursheed Said
    Rahil, Falah
    Abbawi, Zeena
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GROUND IMPROVEMENT, 2015, 168 (03) : 179 - 186
  • [43] Physical Modeling of a Soft Soil Improved with Stone Columns
    Israr, Jahanzaib
    Iqbal, Ayesha
    JOURNAL OF TESTING AND EVALUATION, 2024, 52 (01) : 788 - 804
  • [44] SEISMIC PERFORMANCE OF TANK FOUNDATIONS IMPROVED WITH STONE COLUMNS
    Nasab, Saeid NikKhah
    CIVIL ENGINEERING JOURNAL-STAVEBNI OBZOR, 2020, 29 (03): : 324 - 332
  • [45] Pre-and post-cyclic behavior of soft ground improved by geogrid-encased granular columns considering clogging effect
    Yazdandoust, Majid
    Bastami, Amin
    CONSTRUCTION AND BUILDING MATERIALS, 2024, 426
  • [46] Ground heave induced by installing stone columns in clay soils
    McCabe, Bryan
    Kamrat-Pietraszewska, Daniela
    Egan, Derek
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 2013, 166 (06) : 589 - 593
  • [47] Experimental study of ground improvement by using encased stone columns
    Thakur, Ankit
    Rawat, Saurabh
    Gupta, Ashok Kumar
    INNOVATIVE INFRASTRUCTURE SOLUTIONS, 2020, 6 (01)
  • [48] Numerical Analysis of the Performance of Stone Columns Used for Ground Improvement
    Hadri, Soumaya
    Messast, Salah
    Bekkouche, Souhila Rehab
    JORDAN JOURNAL OF CIVIL ENGINEERING, 2021, 15 (02) : 253 - 265
  • [49] Numerical analysis of the performance of stone columns used for ground improvement
    Hadri, Soumaya
    Messast, Salah
    Bekkouche, Souhila Rehab
    Hadri, Soumaya (s.hadri@univ-skikda.dz), 1600, Jordan University of Science and Technology (15): : 253 - 265
  • [50] Experimental study of ground improvement by using encased stone columns
    Ankit Thakur
    Saurabh Rawat
    Ashok Kumar Gupta
    Innovative Infrastructure Solutions, 2021, 6