Hygroscopic and mechanical behaviour of earth bricks

被引:0
作者
L. Laou
J. E. Aubert
S. Yotte
P. Maillard
L. Ulmet
机构
[1] Université de Limoges,GC2D
[2] Université de Toulouse, Laboratoire de Génie Civil, Diagnostic Et Durabilité
[3] INSA/UPS Génie Civil,LMDC
[4] CTMNC - Centre Technique de Matériaux Naturels de Construction, Laboratoire Matériaux et Durabilité des Constructions
来源
Materials and Structures | 2021年 / 54卷
关键词
Unfired clay brick; Anisotropy; Physical properties; Microstructure; Chemical composition; Mineralogical composition; Hygroscopic properties; Mechanical properties;
D O I
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中图分类号
学科分类号
摘要
Considering the challenges imposed by the current movement towards green development, earth construction appears to offer promising possibilities for improving thermal comfort, energy consumption and indoor humidity regulation. However, the difficulties in predicting the behaviour of earth as a construction material is an obstacle to the development of this technique. The principal objective of this study is to establish the scientific bases needed to predict its hygroscopic and mechanical behaviour as a function of the relative humidity that is one of the main factors controlling the home confort. For this purpose, it is necessary to find correlations between the variability of the soils (density, pore size distribution, chemical and mineralogical composition) and the hygromechanical behaviour of the earth bricks (adsorption, hydric buffering and compressive strength). The results, in terms of hydric and mechanical behaviour specific to each brick, show that the behaviour of this material depends on several factors, namely, the SiO2/Al2O3 ratio, the porosity rate, the pore size distribution, the nature of the clay minerals, and their content.
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  • [1] Chel A(2009)Thermal performance and embodied energy analysis of a passive house - case study of vault roof mud-house in India J Appli Energ 86 1956-1969
  • [2] Tiwari GN(2009)Embodied energy analysis of adobe house J Renew Energy 34 755-761
  • [3] Shukla A(2010)Economic benifits of contemporary earth construction in low-cost urban housing - state of the art review J Build Appra 5 259-271
  • [4] Tiwari GN(2010)Hygrthermal analysis of a stabilished rammed earth test building in the UK J Energy Build 42 845-852
  • [5] Sodha MS(2009)The strength of unstabilised rammed earth materials J Geotech 59 487-490
  • [6] Zami MS(2006)Durability study of stabilized earth concrete under both laboratory and climatic conditions exposure J Constr Build Mater 20 119-127
  • [7] Lee A(2014)The moisture buffering capacity of unfired clay mansonry J Build Environ 82 599-607
  • [8] Allinson D(2015)Comparative micromechanical assessment of adobe and clay brick masonry assemblages based on experimental data sets J Compo Struct 120 208-220
  • [9] Hall M(2015)Mechanical properties and behavior of traditional adobe wall panels of the aveiro district J Mater Civ Engin 27 9-90
  • [10] Jaquin P(2014)Adobe bricks under compression: experimental investigation and derivation of stress-strain equation J Constr Build Mater 53 83-1654