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Prospects of Coir Fibre as Reinforcement in Termite Mound Clay Bricks
by
Akinyemi, Banjo A.
, Omoniyi, Temidayo. E.
, Adeyemo, Micheal O.
in
bricks
/ clay
/ coir
/ coir fibre
/ compression strength
/ construction materials
/ fiber content
/ modulus of elasticity
/ modulus of rupture
/ particle size distribution
/ physical and mechanical properties
/ soil
/ specific gravity
/ termite mound
/ termite mounds
/ water content
2016
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Prospects of Coir Fibre as Reinforcement in Termite Mound Clay Bricks
by
Akinyemi, Banjo A.
, Omoniyi, Temidayo. E.
, Adeyemo, Micheal O.
in
bricks
/ clay
/ coir
/ coir fibre
/ compression strength
/ construction materials
/ fiber content
/ modulus of elasticity
/ modulus of rupture
/ particle size distribution
/ physical and mechanical properties
/ soil
/ specific gravity
/ termite mound
/ termite mounds
/ water content
2016
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Do you wish to request the book?
Prospects of Coir Fibre as Reinforcement in Termite Mound Clay Bricks
by
Akinyemi, Banjo A.
, Omoniyi, Temidayo. E.
, Adeyemo, Micheal O.
in
bricks
/ clay
/ coir
/ coir fibre
/ compression strength
/ construction materials
/ fiber content
/ modulus of elasticity
/ modulus of rupture
/ particle size distribution
/ physical and mechanical properties
/ soil
/ specific gravity
/ termite mound
/ termite mounds
/ water content
2016
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Prospects of Coir Fibre as Reinforcement in Termite Mound Clay Bricks
Journal Article
Prospects of Coir Fibre as Reinforcement in Termite Mound Clay Bricks
2016
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Overview
The study is to develop an appropriate environmental friendly building material that would be sourced, obtained locally and used for construction of structures at a low cost by using termite mound soil, reinforced with 0%, 1%, 2%, 3%. and 4% coir fibres. Physical and mechanical tests were conducted on the different composition samples after curing. The particle size distribution showed that clay had the largest percentage with a moisture content of 3.53%, specific gravity of 2.0, liquid limit of 30.5% and plastic limit value of 25.4. The compressive strength test showed a decrease with increase in fibre content from 1% upward, modulus of rupture test showed that increase in fibre content leads to a corresponding increase in rupture while the modulus of elasticity test showed that from 3% to 4% fibre content, a decrease in the elasticity occurred. It can be concluded that low fibre inclusion into compressed termite mound brick is feasible if fibre content do not exceed 2% and thus can be used for both load and non-loading bearing structures.
Publisher
Sciendo,De Gruyter Brill Sp. z o.o., Paradigm Publishing Services
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