Effect of in situ water content variation on the spatial variation of strength of deep cement-mixed clay

被引:114
|
作者
Liu, Y. [1 ]
He, L. Q. [2 ]
Jiang, Y. J. [3 ]
Sun, M. M. [4 ]
Chen, E. J. [5 ]
Lee, F-H. [2 ]
机构
[1] Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan, Hubei, Peoples R China
[2] Natl Univ Singapore, Dept Civil & Environm Engn, Singapore, Singapore
[3] Ed Zublin AG, Singapore Branch, Pipejacking Div, Singapore, Singapore
[4] Zhejiang Univ City Coll, Dept Civil Engn, Hangzhou, Zhejiang, Peoples R China
[5] Huazhong Univ Sci & Technol, Sch Civil Engn & Mech, Wuhan, Hubei, Peoples R China
来源
GEOTECHNIQUE | 2019年 / 69卷 / 05期
基金
新加坡国家研究基金会; 中国国家自然科学基金;
关键词
centrifuge modelling; ground improvement; grouting; soil stabilisation; statistical analysis; VARIABILITY; SOIL; COLUMNS; RELIABILITY;
D O I
10.1680/jgeot.17.P.149
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper examines the interaction between the spatial variations in binder concentration (i.e. cement slurry concentration) and in situ water content, in cement-mixed soil, using field and model data as well as statistical analysis and random field simulation. The field data are first analysed to shed light on the spatial variation in the in situ water content, including its scale of fluctuation. A statistical model is then developed which takes into account the variation in binder concentration and in situ water content. This leads to a two-parameter model for the prediction of the mean, variance and probability distribution function of the strength of the cement-treated soil. The scale of fluctuation for the variation in binder concentration arising from imperfect mixing within a cement-mixed column is then examined using centrifuge model data. This indicates that the scale of fluctuation in binder concentration is much shorter in range than that of the in situ water content. The combined effect of these two scales of fluctuation is then studied by simulating the resulting random field using Monte-Carlo simulations. This indicates that the size of the sampling region has a significant effect on the scale of fluctuation that is captured. If the sampling region is of a similar size to the column diameter, the measured scale of fluctuation reflects that of the binder concentration. As the size of the sampling region increases, so does the measured scale of fluctuation. This explains the wide range of scales of fluctuation that have been reported for cement-treated soil. To capture both scales of fluctuation in core sampling, some boreholes should be sunk at close spacings of less than a column diameter, in order to capture short-range variation.
引用
收藏
页码:391 / 405
页数:15
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