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Volume 43 Issue S2
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DUAN Kun, BIAN Xiao-ya, CHEN Jia-le, BAI Jun-long. Experimental investigation on clay stabilized by cement and waste brick fine aggregate[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 174-177. DOI: 10.11779/CJGE2021S2042
Citation: DUAN Kun, BIAN Xiao-ya, CHEN Jia-le, BAI Jun-long. Experimental investigation on clay stabilized by cement and waste brick fine aggregate[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 174-177. DOI: 10.11779/CJGE2021S2042
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Experimental investigation on clay stabilized by cement and waste brick fine aggregate

  • School of Civil Engineering and Architecture, Wuhan Institute of Technology, Wuhan 430074, China

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  • Received Date: August 17, 2021
  • Available Online: December 05, 2022
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    • Abstract
  • The disposal of high water content clay and waste bricks (including other construction wastes) has caused huge resource waste and serious environment of pollution. How to effectively solve these problems is a hot issue. An innovative approach mixing cement and brick waste fine aggregate is prposed to stabilize the high water content clay (called as double mixing stabilized clay, DMSC). The laboratory experiments are conducted to test the unconfined compressive strengths of DMSC with different mixing proportions and curing time. In addition, the influences of waste brick fine aggregate and cement content on the strength and compressive deformation characteristics of DMSC are studied respectively. The results indicate that when the cement content is greater than or equal to 8%, adding the waste brick fine aggregate can enhance the strength of the cement-stabilized clay with high water content, and the growth rate of early strength is faster than that of late strength. It is noteworthy that the addition of waste brick fine aggregate increases the variability of DMSC. The failure modes of DMSC is mainly the plastic shear failure, and its failure strain generally ranges from 2.5% to 3%, so the toughness of DMSC is better than that of the general cement-stabilized clay.
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    • References (14)
  • [1]
    TANG Y X, MIYAZAKI Y, TSUCHIDA T. Practices of reused dredgings by cement treatment[J]. Soils and Foundations, 2001, 41(5): 129-143. doi: 10.3208/sandf.41.5_129
    [2]
    TAJDINI M, HAJIALILUE BONAB M, GOLMOHAMADI S. An experimental investigation on effect of adding natural and synthetic fibres on mechanical and behavioural parameters of soil-cement materials[J]. International Journal of Civil Engineering, 2018, 16(4): 353-370. doi: 10.1007/s40999-016-0118-y
    [3]
    郑少辉, 赖汉江, 章荣军, 等. 不同水灰比水泥固化黏土的强度特性试验研究[J]. 地下空间与工程学报, 2014, 10(6): 1281-1284, 1292. https://www.cnki.com.cn/Article/CJFDTOTAL-BASE201406009.htm

    ZHENG Shao-hui, LAI Han-jiang, ZHANG Rong-jun, et al. Experimental research on strength characteristics of cement-stabilized clay with different water-cement ratio[J]. Chinese Journal of underground space and Engineering, 2014, 10(6): 1281-1284, 1292. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-BASE201406009.htm
    [4]
    朱红伟, 江帅, 张晴波, 等. 水泥-生石灰双掺处理淤泥含水率变化规律[J]. 中国港湾建设, 2015, 35(4): 33-38. https://www.cnki.com.cn/Article/CJFDTOTAL-GKGC201504011.htm

    ZHU Hong-wei, JIANG Shuai, ZHANG Qing-bo, et al. Change rule of water content of dredged clays by adding cement and quick lime[J]. China Harbour Engineering, 2015, 35(4): 33-38. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GKGC201504011.htm
    [5]
    LETELIER V, TARELA E, MORICONI G. Mechanical properties of concretes with recycled aggregates and waste brick powder as cement replacement[J]. Procedia Engineering, 2017, 171: 627-623. doi: 10.1016/j.proeng.2017.01.396
    [6]
    KUMAR B M V, ANANTHAN H, BALAJI K V A. Experimental studies on cement stabilized masonry blocks prepared from brick powder, fine recycled concrete aggregate and pozzolanic materials[J]. Journal of Building Engineering, 2017, 10: 80-88. doi: 10.1016/j.jobe.2017.02.007
    [7]
    杜梦笔, 徐森. 国内外城市建筑固体废弃物治理比较分析[J]. 现代商业, 2012(26): 282-283. https://www.cnki.com.cn/Article/CJFDTOTAL-XDBY201226196.htm

    DU Meng-bi, XU Sen. Comparative analysis on solid waste management of urban buildings at home and abroad[J]. Modern Business, 2012(26): 282-283. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XDBY201226196.htm
    [8]
    杨永荻, 汤怡新. 疏浚土的固化处理技术[J]. 水运工程, 2001, 34(4): 12-15. https://www.cnki.com.cn/Article/CJFDTOTAL-SYGC200104003.htm

    YANG Yong-di, TANG Yi-xin. Dredged soils solidification treatment technique[J]. Port &Waterway Engineering, 2001, 34(4): 12-15. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SYGC200104003.htm
    [9]
    张士杰, 李显, 王福晋, 等. 再生废砖骨料的吸水返水特性研究[J]. 混凝土, 2017(12): 185-188. https://www.cnki.com.cn/Article/CJFDTOTAL-HLTF201712048.htm

    ZHANG Shi-jie, LI Xian, WANG Fu-jin, et al. Research on the water absorption and desorption properties of recycled brick aggregate[J]. Concrete, 2017(12): 185-188. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-HLTF201712048.htm
    [10]
    丁建文, 张帅, 洪振舜, 等. 水泥-磷石膏双掺固化处理高含水率疏浚淤泥试验研究[J]. 岩土力学, 2010, 31(9): 2817-2822. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201009028.htm

    DING Jian-wen, ZHANG Shuai, HONG Zhen-shun, et al. Experimental study of solidification of dredged clays with high water content by adding cement and phosphogypsum synchronously[J]. Rock and Soil Mechanics, 2010, 31(9): 2817-2822. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201009028.htm
    [11]
    HORPIBULSUK S, MIURA N, NAGARAJ T S. Assessment of strength development in cement-admixed high water content clays with Abrams' law as a basis[J]. Géotechnique, 2003, 53(4): 439-444.
    [12]
    MIURA N, HORPIBULSUK S, NAGARAJ T S. Engineering behavior of cement stabilized clay at high water content[J]. Soils and Foundations, 2001, 41(5): 33-45.
    [13]
    汤怡新, 刘汉龙, 朱伟. 水泥固化土工程特性试验研究[J]. 岩土工程学报, 2000, 22(5): 549-554. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200005007.htm

    TANG Yi-xin, LIU Han-long, ZHU Wei. Study on engineering properties of cement-stabilized soil[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(5): 549-554. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200005007.htm
    [14]
    朱伟, 张春雷, 高玉峰, 等. 海洋疏浚泥固化处理土基本力学性质研究[J]. 浙江大学学报(工学版), 2005, 39(10): 1561-1565. https://www.cnki.com.cn/Article/CJFDTOTAL-ZDZC200510022.htm

    ZHU Wei, ZHANG Chun-lei, GAO Yu-feng, et al. Fundamental mechanical properties of solidified dredged marine sediment[J]. Journal of Zhejiang University (Engineering Science), 2005, 39(10): 1561-1565. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZDZC200510022.htm
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