Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 37 Issue zk1
Turn off MathJax
Article Contents
Abstract
References
ZHOU Cheng-jing, WANG Hong-xin, CHEN Qun, HE Chang-rong. Strength tests on clay-gypsum cementation materials[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk1): 56-60. DOI: 10.11779/CJGE2015S1012
Citation: ZHOU Cheng-jing, WANG Hong-xin, CHEN Qun, HE Chang-rong. Strength tests on clay-gypsum cementation materials[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk1): 56-60. DOI: 10.11779/CJGE2015S1012
shu

Strength tests on clay-gypsum cementation materials

  • State Key Lab of Hydraulics and Mountain River Engineering, School of Hydraulic and Hydropower Engineering, Sichuan University, Chengdu 610065, China

More Information
  • Received Date: March 25, 2015
  • Published Date: July 24, 2015
    Graphical Abstract
    • Abstract
  • The uniaxial unconfined compressive strength tests are performed to investigate the strength properties of clay-gypsum cementation materials after curing of 12 to 336 hours. The initial setting time and change processes of uniaxial unconfined compressive strength with curing time are obtained. Meanwhile, the uniaxial unconfined compressive strength tests on clay-gypsum cementation materials mixed with gravels with diameter of 2 to 5 mm are conducted to study the effect of gravel combinion. The test results show that the initial setting time is short and less than 15 minutes. The change in the uniaxial unconfined compressive strength of the samples with curing time can be divided into three stages: early, medium and late stages, that is, strength change, obvious increase and stabilization stages. The early strength of the sample with gravels does not decrease and the change process of the medium and late strength is similar to that of the sample without gravels. However, its strength obviously increases earlier and medium stage is longer. The late stable strength of the sample with gravels is much larger than that of the sample without gravels.
    • FullText(HTML)
    • References (15)
  • [1]
    王 杰, 杜嘉鸿. 注浆技术的发展与展望[J]. 沈阳建筑工程学院学报, 1997, 13(1): 59-64. (WANG Jie, DU Jia-hong. Developing and prospects of the grouting technology[J]. Journal of Shenyang Architectural and Civil Engineering Institute, 1997, 13(1): 59-64. (in Chinese))
    [2]
    杜嘉鸿, 王 杰. 注浆技术的发展与展望[J]. 化工矿山技术, 1996, 25(4): 41-43, 47. (DU Jia-hong, WANG Jie. Developing and prospects of the grouting technology[J]. Chemical Mining Technology, 1996, 25(4): 41-43, 47. (in Chinese))
    [3]
    祝丽萍, 倪 文, 张旭芳, 等. 赤泥—矿渣—水泥基全尾胶结充填料的性能与微观结构[J]. 北京科技大学学报, 2010, 32(7): 838-842. (ZHU Li-ping, NI Wen, ZHANG Xu-fang, et al. Performance and microstructure of cemented whole-tailings backfilling materials based on red mud, slag and cement[J]. Journal of University of Science and Technology Beijing, 2010, 32(7): 838-842. (in Chinese))
    [4]
    张镜剑, 孙明权. 一种新坝型—超贫胶结材料坝[J]. 水利水电科技进展, 2007, 27(3): 32-34. (ZHANG Jing-jian, SUN Ming-quan. Review of study on over lean cemented material dam[J]. Advances in Science and Technology of Water Resources, 2007, 27(3): 32-34. (in Chinese))
    [5]
    许朝阳, 张 莉. 微生物改良饱和粉土的探讨[J]. 地下空间与工程学报, 2009, 5(1): 192-195. (XU Zhao-yang, ZHANG Li. Discussion of improving silt with microbes[J]. Chinese Journal of Underground Space and Engineering, 2009, 5(1): 192-195. (in Chinese))
    [6]
    邓 津, 王兰民, 吴志坚, 等. 黄土抗震陷变形的酸改性方法及其微观结构分析[J]. 岩土力学, 2012, 33(12): 3624-3631. (DENG Jin, WANG Lan-min, WU Zhi-jian, et al. Acid-modified method for loess aseismic subsidence and its microstructure analysis[J]. Rock and Soil Mechanics, 2012, 33(12): 3624-3631. (in Chinese))
    [7]
    张晋霞, 刘淑贤, 牛福生, 等. 矿渣尾矿制备矿山充填胶结材料工艺条件的研究[J]. 中国矿业, 2012, 21(8): 110-112. (ZHANG Jin-xia, LIU Shu-xian, NIU Fu-sheng, et al. Study on manufacture process and properties of tailings and slag based mine filling cementitious materials[J]. China Mining Magazine, 2012, 21(8): 110-112. (in Chinese))
    [8]
    蒋明镜, 周雅萍, 陈 贺. 不同胶结厚度下粒间胶结力学特性的试验研究[J]. 岩土力学, 2013, 34(5): 1264-1273. (JIANG Ming-jing, ZHOU Ya-ping, CHEN He. Experimental study of mechanical behaviors of bonded granules under different bond thicknesses[J]. Rock and Soil Mechanics, 2013, 34(5): 1264-1273. (in Chinese))
    [9]
    高 洁, 赵国彦. 粘土-水泥-磷石膏胶结充填技术试验研究[J]. 煤炭技术, 2012, 31(3): 110-112. (GAO Jie, ZHAO Guo-yan. Testing research of clay-cement-phosphogypsum cementation filling technology[J]. Coal Technology, 2012, 31(3): 110-112. (in Chinese))
    [10]
    杨 松, 张慧乐, 孙颖霞, 等. 岩溶区基岩模拟材料的研制及应用[J]. 地下空间与工程学报, 2012, 8(6): 1159-1167. (YANG Song, ZHANG Hui-le, SUN Ying-xia, et al. Research and development of bedrock similar material in karst area[J]. Chinese Journal of Underground Space and Engineering, 2012, 8(6): 1159-1167. (in Chinese))
    [11]
    陈乐求, 彭振斌, 徐力生, 等. 石膏矿采区充填加固技术的试验研究[J]. 中国地质灾害与防治学报, 2009, 20(4): 72-77. (CHEN Le-qiu, PENG Zhen-bin, XU Li-sheng, et al. Experimental study on the filling reinforcement techniques in gypsum mined-out area[J]. The Chinese Journal of Geological Hazard and Control, 2009, 20(4): 72-77. (in Chinese)
    [12]
    李 俊, 黄 韵, 马晓燕. 粘土及改性黏土的应用进展[J].矿业研究与开发, 2003, 23(5): 36-37, 54. (LI Jun, HUANG Yun, MA Xiao-yan. The advances on applications of clay and modified clay[J]. Mining Research and Development, 2003, 23(5): 36-37, 54. (in Chinese))
    [13]
    张光碧. 建筑材料[M]. 北京: 中国电力出版社, 2006. (ZHANG Guang-bi. Construction material[M]. Beijing: China Electric Power Press, 2006. (in Chinese))
    [14]
    SL237—1999 土工试验规程[S]. 北京: 中国水利水电出版社, 1999. (SL237—1999 Specification of soil test[S]. Beining: China Water & Power Press, 1999. (in Chinese))
    [15]
    张佳莉, 叶青青, 吴忠标, 等. 三聚氰胺减水剂对 半水石膏水化硬化过程的影响[J]. 浙江大学学报(理学版), 2009, 36(3): 318-322. (ZHANG Jia-li, YE Qing-qing, WU Zhong-biao, et al. Effects of sulfonated melamine formaldehyde on the setting of -calcium sulfate hemihydrates[J]. Journal of Zhejiang University (Science Edition), 2009, 36(3): 318-322. (in Chinese))
    • Related Articles
  • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (285) PDF downloads (437) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return