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 33 Issue zk1
Turn off MathJax
Article Contents
Abstract
References
Related Articles
YUAN Ju-yun, JING Lu, LI Yang, KANG Zhu-liang. Applicatin of desulphogypsum soil cemedine to deep mixing piles[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 16-21.
Citation: YUAN Ju-yun, JING Lu, LI Yang, KANG Zhu-liang. Applicatin of desulphogypsum soil cemedine to deep mixing piles[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 16-21.
shu

Applicatin of desulphogypsum soil cemedine to deep mixing piles

  • 1. Key Laboratory of Geotechnical and Underground Engneering of Ministry of Education, Tongji University, Shanghai 200092, China; 2. Department of Geotechnical Egnineering, Tongji University, Shanghai 200092, China; 3. Shanghai Academy of Building Research, Shanghai 200032, China

More Information
  • Received Date: April 26, 2011
  • Published Date: November 30, 2011
    Graphical Abstract
    • Abstract
  • Desulphogypsum soil cemedine is a new type of soil cementing agent. Based on a large number of lab tests on the stabilized soil cemented with ordinary portland cement and desulphogypsum soil cemedine respectively, the data on unconfined compressive strength, shearing strength, compressive modulus and permeability coefficient of these two kinds of stabilized soil are provided. By contrasting and analyzing the data, it shows that the stabilized soil cemented with desulphogypsum soil cemedine is much better than that stabilized with ordinary portland cement in compressive strength and shear strength, and the property of compressibility and permeability can satisfy the engineering demand. Meanwhile, the relationships among strength, curing age, mixing ratio and water content are verified, and the mechanism is also analyzed. It is demanstrated that the desulphogypsum soil cemedine used to deep mixing piles is suitable for engineering especially in soft soil regions with high moisture content.
    • FullText(HTML)
    • References (13)
  • [1]
    叶书麟 , 叶观宝 . 地基处理 [M]. 北京 : 中国建筑工业出版社 , 2004: 129 – 156. (YE Shu-lin, YE Guan-bao. Ground treatment[M]. Beijing: China Architecture and Building Press, 2004: 129 – 156. (in Chinese))
    [2]
    刘宗仁 . 基坑工程 [M]. 哈尔滨 : 哈尔滨工业大学出版社 , 2008: 1 – 70. (LIU Zong-ren. Excavation engineering[M]. Harbin: Harbin Institute of Technology Press, 2008: 1 – 70. (in Chinese))
    [3]
    邓 安 . 工业废料胶结料取代水泥用于深层搅拌桩的试验研究 [D]. 上海 : 同济大学 , 2000. (DENG An. Test study on industrial waste cementing agent used to deep mixing pile instead of cement[D]. Shanghai: Tongji University, 2000. (in Chinese))
    [4]
    黄 新 , 胡同安 . 水泥–废石膏加固软土的试验研究 [J]. 岩土工程学报 , 1998, 20 (5): 72 – 76. (HUANG Xin, HU Tong-an. On stabilization of soft soil with waste gypsum and cement[J]. Chinese Journal of Geotechnical Engineering, 1998, 20 (5): 72 – 76. (in Chinese))
    [5]
    徐雪源 , 徐玉中 , 陈桂松 , 等 . 工业废料磷石膏的工程特性试验研究 [J]. 岩石力学与工程学报 , 2004, 23 (12): 2096 – 2099. (XU Xue-yuan, XU Yu-zhong, CHEN Gui-song et al. Testing study on engineering characteristics of phosphogypsum[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23 (12): 2096 – 2099. (in Chinese))
    [6]
    何国荣 , 朱宏波 , 许汉枢 . 水泥土无侧限抗压强度室内试验 [J]. 广东建材 , 2005, 9 : 43 – 45. (HE Guo-rong, ZHU Hong-bo, XU Han-shu. Indoor test study on unconfined compressive strength of cement[J]. Guangdong Building Materials, 2005, 9 : 43 – 45. (in Chinese))
    [7]
    孙宇雁 , 孙衍湖 , 王子国 . 水泥土渗透系数的室内试验研究 [J]. 才智 , 2008, 21 : 22. (SUN Yu-yan, SUN Yan-hu, WANG Zi-guo. Indoor experimental study on permeability coefficient of cement[J]. Intelligence, 2008, 21 : 22. (in Chinese))
    [8]
    王玉兰 , 李 阳 . 上海市脱硫石膏基本性能及其在水泥调凝剂中的应用 [J]. 粉煤灰 , 2010, 1 : 18 – 24. (WANG Yu-lan, LI Yang. Research on fundamental performance of shanghai FGD gypsum and its application in cement retarder[J]. Coal Ash, 2010, 1 : 18 – 24. (in Chinese))
    [9]
    郑丽萍 . 烟气脱硫副产物的综合利用 [J]. 内蒙古环境保护， 2004, 16 (2): 14 – 16. (ZHENG Li-ping. Comprehensive utilization of by-products of desulphuried smokes[J]. Inner Mogolia Evironmental Protection, 2004, 16 (2): 14 – 16. (in Chinese))
    [10]
    胡健民 . 脱硫石膏的综合利用 [J]. 上海电力 , 2006, 5 : 480 – 483. (HU Jian-min. Comprehensive utilization of the desulphurization gypsum[J]. Shanghai Electric Power, 2006, 5 : 480 – 483. (in Chinese))
    [11]
    张文艳 , 苏发强 . 脱硫石膏的生产工艺及其综合应用 [J]. 科技风 , 2008, 17 : 36. (ZHANG Wen-yan, SU Fa-qiang. Producing technics and comprehensive utilization of the desulphurization gypsum[J]. Science Wind, 2008, 17 : 36. (in Chinese))
    [12]
    王方群 , 原永涛 , 齐立强 . 脱硫石膏性能及其综合利用 [J]. 粉煤灰综合利用 , 2004, 1 : 41 – 44. (WANG Fang-qun, YUAN Yong-tao, QI Li-qiang. Properties and comprehensive utilization of the desulphurization gypsum[J]. Flyash Comprehensive Utilization, 2004, 1 : 41 – 44. (in Chinese))
    [13]
    袁聚云 , 徐 超 , 贾敏才 , 等 . 岩土体测试技术 [M]. 北京 : 中国水利水电出版社 , 2011. (YUAN Ju-yun, XU Chao, JIA Min-cai, et al. Rock and soil test techniques[M]. Beijing: China WaterPower Press, 2011. (in Chinese))
    • Related Articles

  • Related Articles

    [1]LIU Songyu, WANG Zhengcheng, WU Kai, DU Guangyin, WANG Jianbin, CHEN Jiafu, JIANG Shungen. Experimental research on application of alkali residue-based lightweight soil subgrade filling[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(10): 2019-2029. DOI: 10.11779/CJGE20230955
    [2]WU Yuedong, YANG Bowen, GU Jianling, LIU Jian. Dynamic characteristics of dredged silt-solidified soil subgrade[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S1): 34-38. DOI: 10.11779/CJGE2023S10034
    [3]BAI Qing-bo, LI Xu, TIAN Ya-hu. Upper boundary conditions in long-term thermal simulation of subgrade[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(6): 1142-1149. DOI: 10.11779/CJGE201506021
    [4]JIANG Zong-bin, JIANG An-nan, SHI Jing. Subgrade settlement using CFG piles based on cvisc creep model[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 346-351.
    [5]YANG Guang-qing, GAO Min-huan, CHEN Jun-chao, HE Jing-chen, LI Bing-yin. Anchorage-reinforced technology for subgrade widening project of highways[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 10-15.
    [6]ZHU Zhi-duo, PENG Yu-yi, ZHANG Wen-chao, WEI Ren-jie. Experimental study on capillary water in silty subgrade of highway[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 45-48.
    [7]WANG Tiehang. Moisture migration in unsaturated loess subgrade[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(1): 41-45.
    [8]YANG Guangqing, GAO Minhuan, ZHANG Xinyu. Study on influence factors of California Bearing Ratio (CBR) of expressway subgrade materials[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(1): 97-100.
    [9]YANG Guangqing, GUAN Zhenxiang. Experimental study on improved soil for high-speed railway subgrade[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(6): 682-685.
    [10]Huang Wei, Zhong Li, Qian Zhendong. Fuzzy judgment about the grade of shrink and expansion for the expansive soil in the subgrade[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(4): 408-413.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (1213) PDF downloads (432) 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