
The strength of unstabilised rammed earth materials
Authors:
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P. A. Jaquin*, C. E. Augarde†, D. Gallipoli‡, and D. G. Toll†
*Ramboll Whitbybird
Edinburgh (formerly School of Engineering, Durham University), UK
†School of Engineering, Durham University
UK
‡Department of Civil Engineering, University of Glasgow
UK
Author Affiliations
Published Online: May 25, 2015




Abstract
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 unsatu-rated soil mechanics may also be applied to this material.
Keywords: compaction ; laboratory tests ; partial saturation ; suction
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P. A. Jaquin, C. E. Augarde, D. Gallipoli and D. G. Toll