EXPERIMENTAL STUDY ON UNITARY COMPRESSIVE DEFORMATION PERFORMANCE OF THE YELLOW RIVER SILT BEARING CELLULAR BRICKING STRUCTURES
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摘要: 依据黄河淤泥承重多孔砖砌体的抗压试验,对其砌体结构的整体变形进行分析,对黄河淤泥承重多孔砖砌体的应力-应变曲线、试件的破坏过程、破坏特征等进行了系统的研究,为黄河淤泥承重多孔砖砌体替代实心粘土砖的推广应用打下了基础。Abstract: 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.
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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
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