The strength of unstabilised rammed earth materials

被引:132
作者
Jaquin, P. A. [1 ,2 ]
Augarde, C. E. [2 ]
Gallipoli, D. [3 ]
Toll, D. G. [2 ]
机构
[1] Ramboll Whitbybird, Edinburgh, Midlothian, Scotland
[2] Univ Durham, Sch Engn, Durham DH1 3HP, England
[3] Univ Glasgow, Dept Civil Engn, Glasgow G12 8QQ, Lanark, Scotland
来源
GEOTECHNIQUE | 2009年 / 59卷 / 05期
基金
英国工程与自然科学研究理事会;
关键词
compaction; laboratory tests; partial saturation; suction; CRITICAL-STATE; SOIL; FRAMEWORK; BEHAVIOR;
D O I
10.1680/geot.2007.00129
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Rammed earth is a manufactured material comprising sand, gravel and clay, which is compacted between forms to build walls. Primarily a historic method of construction, it is now receiving considerable interest worldwide owing to its zero reliance on materials such as cement, and its potential for recycling. Despite its longevity, the source of its shear strength is poorly understood. This paper presents initial laboratory test results that point to the main source of strength in rammed earth being suction, and indicating that recent advances in unsaturated soil mechanics may also be applied to this material.
引用
收藏
页码:487 / 490
页数:4
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