Volume 9 • Issue 1 • 1000331
J Civil Environ Eng, an open access journal
ISSN: 2165-784X
Danso and Adu, J Civil Environ Eng 2019, 9:1
Research Article Open Access
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ISSN: 2165-784X
Journal of Civil & Environmental
Engineering
Characterization of Compressed Earth Blocks Stabilized with Clay
Pozzolana
Danso H* and Adu S
Department of Construction and Wood Technology, University of Education Winneba, Kumasi, Ghana
Abstract
The high cost of cement and its greenhouse effect on the environment have led to the use of alternative building
materials in the production of block and bricks. This study seeks to investigate the properties of compressed earth
blocks (CEBs) stabilized with clay pozzolana. CEBs of size 290 × 140 × 100 mm were prepared with 0, 10, 20 and 30%
weight of clay pozzolana. The CEBs were compressed at a constant pressure of 5 MPa and cured. The blocks, after
7, 14, 21 and 28 days of curing were tested for density, water absorption, compressive strength, tensile strength and
erosion resistance. It was found that the pozzolana content slightly improved the blocks’ density. There was increase
water absorption resistance of the stabilized blocks between 32.8% and 252% over the unstabilised blocks. The
30% pozzolana content block specimens gained 116.8% compressive strength and 62.1% tensile strength over the
unstabilised blocks. Furthermore, there was a statistically signifcant difference in the erosion resistance between the
stabilized blocks and the unstabilised blocks. The study concludes that the inclusion of the clay pozzolana generally
improved the properties of the CEBs, and therefore recommended it for use in the building of low-rise houses.
*Corresponding author: Danso H, Department of Construction and Wood
Technology, University of Education Winneba, Kumasi, Ghana Tel: +233 244592831;
E-mail: hdanso@uew.edu.gh /dansohumphrey@yahoo.co.uk
Received October 01, 2018; Accepted March 05, 2019; Published March 17, 2019
Citation: Danso H, Adu S (2019) Characterization of Compressed Earth Blocks
Stabilized with Clay Pozzolana. J Civil Environ Eng 9: 331.
Copyright: © 2019 Danso H, et al. This is an open-access article distributed under
the terms of the Creative Commons Attribution License, which permits unrestricted
use, distribution, and reproduction in any medium, provided the original author and
source are credited.
Keywords: Clay pozzolana; Compressed Earth Blocks (CEBs);
Compressive strength; Erosion test; Splitting tensile strength
Introduction
and its activities are also vital to the achievement of the socio-economic
development goals of providing shelter, infrastructure and employment
[1]. However, the cost of renting or buying a house in developing countries
is relatively high to the ordinary citizens due to the high cost of building
materials among other factors. Terefore, most people in low-income
communities in developing countries wish to become house owners and
get at least a suitable accommodation has become an illusion. Te most
popular and common walling unit used in most developing countries
is sandcrete block, and its essential constituent is cement. Te problem
with the cement production is mainly the importation of clinker and
gypsum which requires a huge foreign exchange. Tis is coupled with
high infation and interest rate, which afect the price built up of cement
in most developing countries [2].
Te use of earth blocks as walling units is common in most rural
parts of Ghana. In recent past, the collapse of buildings as a result poor
nature of earth blocks used has been dramatic in developing countries
[3]. Some buildings in some cities of Ghana, especially, Accra and
Kumasi have seen the collapse of one form or the other [4] which could
be attributed to many factors including the materials used. Researchers
have now focused on the type of materials used, and how to introduce
additives such as fbres and chemicals to strengthen the building units
[2,5]. To this efect, the Building and Road Research Institute (BRRI) of
the Council for Scientifc and Industrial Research (CSIR) of Ghana has
developed clay pozzolana. Studies on the use of the clay pozzolana have
concentrated on concrete and mortar mixes [6-10]. Terefore, there is
limited information on the use of clay pozzolana in soil matrix such as
compressed earth blocks to enhance its properties for use as walling
units. Lack of knowledge on the use earth blocks stabilised with clay
pozzolana coupled with the correct quantity of clay pozzolana in the
blocks has necessitated for this study.
Tis study, therefore, investigates the properties of compressed earth
blocks stabilised with clay pozzolana. Te aim of this study is to improve
the quality of compressed earth blocks to be used to construct decent
but afordable houses. Te objectives of the study are: to determine
the physical properties of compressed earth blocks enhanced with clay
pozzolana; to determine the mechanical properties of compressed earth
blocks enhanced with clay pozzolana; and to determine the durability
(erosion) properties of compressed earth block stabilised with clay
pozzolana.
Te use of pozzolana either as a partial replacement of ordinary
Portland cement or with lime has gained widespread popularity in
construction. Pozzolan can be defned as a siliceous or alumino-
siliceous material with very fne particles, and in the presence of
water, it reacts with calcium hydroxide released by the hydration of
Portland cement at ordinary temperatures, to form compounds of
possessing cementing properties [11]. Pozzolana in the context of
concrete technology is actually acidic oxides that will react with the
excess basic calcium hydroxide formed during hydration of cement
and form ‘neutral’ hydrates [12]. Pozzolana is sometimes preferably
used for the construction of structures because of their resistance to the
alkali-aggregation reaction, improved durability properties which are due
to resistance to sulphate attack [13]. Relatively low-cost materials with
cementitious properties are natural pozzolana such as volcanic tuf, clay
and waste products from industrial plants such as slag, fy ash and silica
fume [14]. Till recently, the use of pozzolana all over the world was as an
additive or admixture to cement binders, mainly in mass concrete work,
like dam constructions [15]. To reduce the consumption and dependency
on cement, utilization of pozzolanic materials as supplementary cementing
materials has become the leading research interest in the area of cement
and materials research in recent decades [16]. Recently, as a supplement
of cement, the utilization of pozzolanic materials in cement and concrete
manufacturing has increased signifcantly [16]. Pozzolana is therefore
important replacement of cement in recent time due to its sustainable
properties.
Construction industry plays a major role in most economies