Effect of Manual Compacting and Semi-Automatic Compacting on Behavior of Stabilized Earth Concrete
Commenced in January 2007
Frequency: Monthly
Edition: International
Paper Count: 33087
Effect of Manual Compacting and Semi-Automatic Compacting on Behavior of Stabilized Earth Concrete

Authors: Sihem Chaibeddra, Fattoum Kharchi, Fahim Kahlouche, Youcef Benna

Abstract:

In the recent years, a considerable level of interest has been developed on the use of earth in construction, led by its rediscovery as an environmentally building material. The Stabilized Earth Concrete (SEC) is a good alternative to the cement concrete, thanks to its thermal and moisture regulating features. Many parameters affect the behavior of stabilized earth concrete. This article presents research results related to the influence of the compacting nature on some SEC properties namely: The mechanical behavior, capillary absorption, shrinkage and sustainability to water erosion, and this, basing on two types of compacting: Manual and semi-automatic.

Keywords: Behavior, compacting, manual, SEC, semi-automatic.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1112264

Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 2106

References:


[1] Kerali A-G, Durability of compressed and cement-stabilized building blocks. A thesis submitted in partial fulfilment of the requirements for the degree of Doctor of Philosophy in Engineering. University of Warwick, School of Engineering, 2001.
[2] CNERIB, Recommandations pour la production et la mise en œuvre des bétons de terre stabilisée. CNERIB – CRATerre, 1993.
[3] Adam.E.A in collaboration with Professor A.R.A.Agib, Compressed Stabilised Earth Block Manufacture in Sudan. United Nations Educational, Scientific and Cultural Organization UNESCO, 2001.
[4] By iyambo ipinge, durability of compressed stabilised earth blocks, A research report submitted to the Faculty of Engineering, University of the Witwatersrand, in partial fulfilment of the requirements of the Master of Science in Civil Engineering July, 2012.
[5] H.B. Nagaraj, M.V. Sravan, T.G. Arun, K.S. Jagadish, Role of lime with cement in long-term strength of Compressed Stabilized Earth Blocks, International Journal of Sustainable Built Environment, 2014.
[6] Bahar.R, Benazzoug.M, Kenai.S. (2004). Performance of compacted cement-stabilised soil, Cement & Concrete Composites 26, pp 811–820.
[7] Guettala A, Houari H, Mezghiche B, Chebili R. Durability of lime stabilized earth bloks. In: Proceedings of Modern Earth Building, Berlin, Germany; 2002. p. 162–9.
[8] Houben H, Guillaud H. CRATerre. Earth Construction 1984, Primer Brussels, CRATerre/PGC/CRA/UNCHS/AGCD.
[9] Lan Wang (2002). Cementitious stabilization of soils in the presence of sulfate. A Dissertation Submitted to Graduate Faculty of the Louisiana State University and Agricultural and Mechanical College in partial fulfillment of the Requirements for the degree of Doctor of Philosophy. Wuhan University of Technology.
[10] Peter Walker and Trevor Stace, Properties of some cement stabilised compressed earth blocks and mortars, Materials and Structures/Matériaux et Constructions, Vol. 30, November 1997, pp 545-551.
[11] Goual Idriss, Goual Mohamed sayah, Ferhat Ahmida, stabilisation aux liants hydrauliques des tufs de la région de Laghouat : l’influence des conditions de durcissement à l’air libre et a l’eau sur le comportement mécanique, Colloque CMEDIMAT 2005, 06 et 07 Décembre 2005.