Core Chinese Journal
Source Journal of CSCD
Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 36 Issue 5
Dec.  2014
Turn off MathJax
Article Contents
Tong Li-ping, He Ping. EXPERIMENTAL STUDY ON UNITARY COMPRESSIVE DEFORMATION PERFORMANCE OF THE YELLOW RIVER SILT BEARING CELLULAR BRICKING STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 56-58,101. doi: 10.13204/j.gyjz200605016
Citation: Tong Li-ping, He Ping. EXPERIMENTAL STUDY ON UNITARY COMPRESSIVE DEFORMATION PERFORMANCE OF THE YELLOW RIVER SILT BEARING CELLULAR BRICKING STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 56-58,101. doi: 10.13204/j.gyjz200605016

EXPERIMENTAL STUDY ON UNITARY COMPRESSIVE DEFORMATION PERFORMANCE OF THE YELLOW RIVER SILT BEARING CELLULAR BRICKING STRUCTURES

doi: 10.13204/j.gyjz200605016
  • Received Date: 2005-12-13
  • Publish Date: 2006-05-20
  • Based on the compressive experiment with the Yellow River silt bearing cellular bricking structures,it is analyzed their unitary deformation performance and systematically studied their stress-strain curve,destructive process and characters,etc.,so as to lay a foundation for the wide use of the Yellow River silt bearing cellular bricking structures instead of solid clay ones.
  • loading
  • 童丽萍, 吴本英. 利用黄河淤泥研制承重烧结多孔砖. 新型建筑材料,2003(11): 26-27
    GBJ 129-90 砌体基本力学性能试验方法标准
    GB 13544-2000 烧结多孔砖
    JGJ 98-2000 砌筑砂浆配合比设计规程
    易文宗, 史庆轩. 多孔砖砌体的力学性能研究. 西安建筑科技大学学报,1998(3): 221-223
    东南大学, 郑州工学院. 砌体结构. 北京: 中国建筑工业出版社,1995: 29-30
    丁大钧. 砌体强度理论. 建筑结构,1998(10): 46-49
    李保德, 杜文丽, 姚 伟. DM2(3) 型模数多孔砖砌体的力学性能试验研究. 武汉理工大学学报, 2001(6):72-75
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (61) PDF downloads(41) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return