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 3
Turn off MathJax
Article Contents
Abstract
References
Related Articles
LI Zhan-guo, NING Jian-guo, HUANG Xin. Causes for different stabilization effects of cementitous-expansible compound soft soil stabilizer[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(3): 420.
Citation: LI Zhan-guo, NING Jian-guo, HUANG Xin. Causes for different stabilization effects of cementitous-expansible compound soft soil stabilizer[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(3): 420.
shu

Causes for different stabilization effects of cementitous-expansible compound soft soil stabilizer

  • 1. Key Lab of Urban Securing and Disaster Engineering , Beijing University of Technology, Beijing 100124, China; 2. Beijing Key Lab of Earthquake Engineering and Structural Retrofit , Beijing University of Technology, Beijing 100124, China; 3. Department of Civil Engineering, Beijing University of Aeronautics & Astronautics, Beijing 100191, China; 4. College of Natural Resources and Environmental Engineering, Shandong University of Science and Technology, Qingdao 266510, China;

More Information
  • Published Date: March 14, 2011
    Graphical Abstract
    • Abstract
  • The stabilized soil strength of compound soft soil stabilizer, which is composed of cementitous component and expansible component, may be increased significantly, but also may be reduced. The causes for different stabilization effects are studied. Three compound stabilizers are used to stabilize two soil samples. The unconfined compressive strength is tested, and the generation rate of calcium silicate hydrate CSH and ettringite AFt are tested by XRD tests and DSC-TG tests. The results show that the stabilization effect of compound stabilizer depends on the coordination between AFt generation rate and CSH generation rate. If CSH generation quantity is still little and the cementitous structure is very weak when AFt is generated, the volume expansion caused by the AFt generation process will increase the stabilized soil strength; and vice versa.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]YANG Jun-tang, LIU Yuan-xue, ZHENG Ying-ren, HE Shao-qi. Deep mining of big data and model tests on dilatancy characteristics of dilatant soils[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(3): 513-522. DOI: 10.11779/CJGE202003013
    [2]ZHU Qing-qing, MIAO Qiang-qiang, CHEN Zheng-han, YAO Zhi-hua, ZHANG Jun-hao. Elastoplastic dilatancy relations of unsaturated clayey sand[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 65-72. DOI: 10.11779/CJGE2018S1011
    [3]LI Lin, LI Jing-pei, SUN De-an, LI Xian-feng. Elasto-plastic solution to expansion of a spherical cavity in dilatant sand[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(8): 1453-1460. DOI: 10.11779/CJGE201708012
    [4]A double yield surface constitutive model for sand based on state-dependent critical state theory[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(11): 1764-1771.
    [5]Nonlinear dilatancy model for coarse-grained soils[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(3).
    [6]XU Shunhua, ZHENG Gang, XU Guangli. Critical state constitutive model of sand with shear hardening[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(6): 953-958.
    [7]CAI Zhengyin, LI Xiangsong. Deformation characteristics and critical state of sand[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(5): 697-701.
    [8]Shao Shengjun, Xie Dingyi. New consideration on nonlinear and dilatancy deformation characteristics of soils[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(1): 75-79.
    [9]Zhang Jianmin. Reversible and irreversible dilatancy of sand[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(1): 15-20.
    [10]Guo Xiling, Hu Hui, Bao Chenggang. Experimental Studies of the Effects of Grain Breakage on the Dilatancy and Shear Strength of Rock Fill[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(3): 86-91.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (1123) PDF downloads (535) 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