Fall 2005
Sustainable
Development of Concrete Technology in Bangladesh – Part 2
Mohammad Zahirul Alam,
Md. Alamgir Hossain,
Ahmed Tanjir Ullah Siddiqui
The Department of
Civil Engineering of The University of Asia Pacific (UAP) has taken an
initiative for the sustainable development of concrete technology in Bangladesh.
The department has planned to complete this study in four parts, such as Part 1,
Part 2, Part 3 and Part 4 by a two-year period. Part 2 was carried out in Fall
2005, which covered the following investigations:
1.
Quality
of Various Cement Brands in Bangladesh – Part 1 The
demand for cement in Bangladesh is increasing rapidly. In the meantime, to meet
the demand of cement in the local market, more than sixty cement companies were
established.
Among the most commonly used cement brands, eleven cement brands were
investigated. Normal consistency, initial setting time, final setting time,
fineness (#100 and #200 sieves), bleeding, and compressive strength for 3, 7,
14, and 28 days were tested as per ASTM. Some cement show low compressive
strength, high amount of bleeding, and long setting time. To avoid the problems,
related to the poor quality of cements in the market, it is necessary to
evaluate the quality of cement before use in construction.
2.
Investigation
on Concrete Made with Brick Aggregates: The Effect of Dusts and Pre-Coated
Aggregates Dust
mixed sand is commonly used in construction works in Bangladesh. Therefore, a
study on the effect of dust on the compressive strength of concrete was carried
out. Dusts passing through No. 100 sieve, retained on No. 200 sieve, and passing
through No. 200 sieve were investigated separately. The inclusion of dust in
sand or aggregate reduces the workability and strength of concrete. This study
was carried out with 10% dust in sand.
Cylinder
strength of concrete made with cement paste coated brick aggregates was also
investigated at 7, 14, and 28 days. The W/Cs of cement paste coat was 0.35, and
concrete was 0.55. Pre-heated brick chips (40oC) were also included in the
investigation. Compared with the normal aggregates, a 10-20% increase in
compressive strength was found for cement paste coated and pre-heated brick
aggregates.
3.
Mechanical
Properties of Concrete made with Brick and Stone Aggregates In
design codes, like ACI, PCI., etc., empirical relationships are generally found
for concrete made with stone aggregates. But, in Bangladesh, brick aggregates
are widely used. Therefore, modifications of these equations are necessary for
brick aggregates. With this objective, an investigation on the mechanical
properties of concrete made with brick and stone aggregates was carried out. It
was found that for a high W/C ratio (=0.55), the strength of concrete made with
brick aggregate is higher than the same made with stone aggregate. Empirical
relationship between compressive strength and Young’s modulus of concrete made
with brick aggregate was developed. |