Verification of Masonry Building Code to Flexural Behavior of Cement-Stabilized Soil Block

被引:12
|
作者
Tennant, Adam G. [1 ]
Foster, Craig D. [1 ]
Reddy, B. V. Venkatarama [2 ]
机构
[1] Engn Res Facil, Dept Civil & Mat Engn MC 246, Chicago, IL 60607 USA
[2] Indian Inst Sci, Dept Civil Engn, Bangalore 560012, Karnataka, India
基金
美国国家科学基金会;
关键词
Soil-cement; Masonry; Flexure; Soil block; BOND STRENGTH; COMPRESSIVE STRENGTH; MORTARS; WALLS;
D O I
10.1061/(ASCE)MT.1943-5533.0000566
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Most studies involving cement-stabilized soil blocks (CSSB) concern material properties, such as the characteristics of erosion and strength and how the composition of the block affects these properties. Moreover, research has been conducted on the performance of various mortars, investigating their material properties and the tensile bond strength between CSSB units and mortar. In contrast, very little is currently known about CSSB masonry structural behavior. Because structural design codes of traditional masonry buildings were well developed over the past century, many of the same principles may be applicable to CSSB masonry buildings. This paper details the topic of flexural behavior of CSSB masonry walls and whether the Masonry Standards Joint Committee (MSJC) code can be applied to this material for improved safety of such buildings. DOI: 10.1061/(ASCE)MT.1943-5533.0000566. (C) 2013 American Society of Civil Engineers.
引用
收藏
页码:303 / 307
页数:5
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