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水泥石灰固化软土中的钙矾石形成研究

李晨, 张正甫, 刘松玉, 程亮

李晨, 张正甫, 刘松玉, 程亮. 水泥石灰固化软土中的钙矾石形成研究[J]. 岩土工程学报, 2013, 35(zk2): 662-665.
引用本文: 李晨, 张正甫, 刘松玉, 程亮. 水泥石灰固化软土中的钙矾石形成研究[J]. 岩土工程学报, 2013, 35(zk2): 662-665.
LI Chen, ZHANG Zheng-fu, LIU Song-yu, CHENG Liang. Ettringite formation in lime and cement-stabilized clay[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 662-665.
Citation: LI Chen, ZHANG Zheng-fu, LIU Song-yu, CHENG Liang. Ettringite formation in lime and cement-stabilized clay[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 662-665.

水泥石灰固化软土中的钙矾石形成研究  English Version

基金项目: 国家科技支撑计划项目(2012BAJ01B02-01)
详细信息
    作者简介:

    李 晨(1988- ),男,江苏南京人,硕士研究生,岩土工程专业。E-mail: lichen0907nj@163.com。

  • 中图分类号: TU47

Ettringite formation in lime and cement-stabilized clay

  • 摘要: 使用水泥或石灰来改良软土工程特性的技术很早以前就已经提出并得到广泛使用,然而针对水泥或石灰固化软土的研究结果显示由于钙矾石等高膨胀性矿物的生成可能会使得固化土发生了严重的膨胀破坏。通过X射线衍射试验(XRD)和扫描电子显微镜检查法(SEM)可以鉴定固化材料中是否有针状结晶的钙矾石存在。本文对钙矾石对水泥或石灰固化土性质的影响及原因的研究进行了回顾,同时对各因素包括pH、含水率、温度、黏粒含量和硫酸盐化水平对钙矾石生成的影响进行了总结。结果表明钙矾石的生成对水泥或石灰固化土的影响有利有弊,且钙矾石的生成是一种复杂的现象,受到多因素的影响。
    Abstract: Improving the behaviour of soft clays using lime or cement is not new. The studies report the high swelling failures in lime and cement-stabilized clays due to the formation of swelling minerals such as ettringite. The formation of needle-shaped ettringite in the stabilized materials can be identified using the X-ray diffraction (XRD) and the scanning electron microscopy (SEM). The earlier studies on the influence of ettringite upon the lime and cement-stabilized clays are reviewed and the factors influencing ettringite formation are examined. The results indicate that the formation of ettringite has both pros and cons in lime and cement-stabilized clays, and it is a complex phenomenon influenced by several factors.
  • [1] 刘松玉, 钱国超, 章定文. 粉喷桩复合地基理论与工程应用[M]. 北京: 中国建筑工业出版社, 2006: 18-21. (LIU Song-yu, QIAN Guo-chao, ZHANG Ding-wen. The principle and application of dry jet mixing composite foundation[M]. Beijing: China Architecture and Building Press, 2006: 18-21. (in Chinese))
    [2] 宁宝宽, 陈四利, 丁梧秀, 等. 环境侵蚀下水泥土的强度及细观破裂过程分析[J]. 岩土力学, 2009, 30(8): 2215-2219. (NING Bao-kuan, CHEN Si-li, DING Wu-xiu, et al. Analysis of meso—fracture process of cemented soil under environmental erosion[J]. Rock and Soll Mechanics, 2009, 30(8): 2215-2219. (in Chinese))
    [3] 傅小茜, 冯俊德, 谢友均. 硫酸盐侵蚀环境下水泥土的力学行为研究[J]. 岩土力学, 2008, 29(增刊): 659-662. (FU Xiao-qian, FENG Jun-de, XIE You-jun. Mechanical behavior of soil cement under ambient with sulfate conditions[J]. Rock and Soll Mechanics, 2008, 29(S0): 659-662. (in Chinese))
    [4] RAJASEKARAN G. Physico-chemical behaviour of lime treated marine clay[D]. Madras: Indian Institute of Technology, 1994: 452-453.
    [5] KAMON M, NONTANANANDH S. Combining industrial wastes with lime for soil stabilization[J]. Geotechnical Engineering, ASCE, 1991, 117: 1-17.
    [6] 易耀林, 张正甫, 李 晨, 等. 磷渣和电石渣在软土固化中的应用[J]. 西南交通大学学报, 2013, 待刊. (YI Yao-lin, ZHANG Zheng-fu, LI Chen, et al. Initial investigation into the use of phosphorous slag and carbide slag for soft soil stabilisation[J]. Journal of Southwest Jiaotong University, 2013, in press. (in Chinese))
    [7] BOLAN N S, SYERS J K, TILLMAN R W, et al. Effect of liming and phosphate additions on sulphate loading in soils[J]. Soil Sci, 1988, 39: 493-504.
    [8] KAMON M, TOMOHISA S, TSUBOUCHI K, et al. Reutilization of waste concrete powder by cement hardening [J]. Jpn Soc Mater Sci, 1988(37): 1260-1265 .
    [9] MEHTA P K, KLEIN A. Investigation on the hydration products in the system 4CaO•3Al2O3•SO3•CaSO4•CaO •H2O [J]. Highway Res, 1966(90): 328-352.
    [10] DEPUY G W. Chemical resistance to concrete, significance of tests and properties of concrete and concrete making materials[M]. ASTM 169C, KILEGER P, LAMOND J, ed. ASTM West Conshohocken, 1994: 263-281.
    [11] CORDON W A. Resistance of soil-cement exposed to sulphates[J]. Highway Res, 1962, 309(92): 103-126.
    [12] HOLLIS B G, FAWCETT N D. Laboratory investigation of the use of mixtures and pulverised fuel ash for soil stabilization[J]. Roads Construction, 1966(44): 3-6.
    [13] SHERWOOD P T. Effect of sulphate on cement and sulphate treated soils [J]. Highways Res, 1962(353): 98-107.
    [14] HUNTER D. Lime-induced heave in sulphate-bearing clay soils[J]. Geotechnical Engineering, ASCE, 1988(114): 150-167.
    [15] MITCHELL J K, DERMATAS D. Clay soil heave caused by lime—sulphate reactions[M]. ASTM Special Technical Publication 1135, ASTM, Philadelphia P A, 1992: 41-64.
    [16] SNEDKER E A. M40-Lime stabilization experiences [J]. Lime Stabilization the Institution of Engineers, 1996: 142-158.
    [17] RAJA A. Influence of sulphates on consolidation and swelling behaviour of lime treated calcium bentonite [M]. Madras: Indian Institute of Technology, 1990: 114-115.
    [18] PETRY T M. Studies of factors causing and influencing localized heave of lime treated clay soils (sulphate induced heave) [R]. Vicksburg: Contract Report US Army Engineers, Waterways Experiment Station, 1994.
    [19] MCCALLISTER L D, TIDWELL L. Double lime treatment to minimize sulphate-lime induced heave in expansive clays[R]. Vicksburg, Miss: Draft Technical Report US Army Engineers, Waterways Experiment Station, 1997.
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出版历程
  • 收稿日期:  2013-07-16
  • 发布日期:  2013-11-24

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