Strength Behavior Of Mortar Using Slag As Partial Replacement Of Cement

This paper presents an experimental investigation carried out to study the effects of Ground Granulated Blast Furnace Slag (GGBFS) on strength development of mortar and the optimum use of slag in mortar. Cement was partially replaced with seven percentages (10%, 20%, 30%, 40%, 50%, 60% and 70%) of...

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Հիմնական հեղինակներ: Moinul Islam, Md., Saiful Islam, Dr.Md., Aftabur Rahman, Md.
Ձևաչափ: Հոդված
Լեզու:անգլերեն
Հրապարակվել է: R&D Wing, MIST 2015
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Առցանց հասանելիություն:http://hdl.handle.net/123456789/207
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author Moinul Islam, Md.
Saiful Islam, Dr.Md.
Aftabur Rahman, Md.
author_browse Aftabur Rahman, Md.
Moinul Islam, Md.
Saiful Islam, Dr.Md.
author_facet Moinul Islam, Md.
Saiful Islam, Dr.Md.
Aftabur Rahman, Md.
author_sort Moinul Islam, Md.
collection DSpace
description This paper presents an experimental investigation carried out to study the effects of Ground Granulated Blast Furnace Slag (GGBFS) on strength development of mortar and the optimum use of slag in mortar. Cement was partially replaced with seven percentages (10%, 20%, 30%, 40%, 50%, 60% and 70%) of slag by weight. Ordinary Portland cement (OPC) mortar was also prepared as reference mortar. A total of 400 cube and briquet mortar specimens were cast and compressive as well as tensile strength of the mortar specimens were determined at curing age of 3, 7, 14, 28, 60, 90 and 180 days. Test results show that strength increases with the increase of slag up to an optimum value, beyond which, strength values start decreasing with further addition of slag. Among the seven slag mortars, the optimum amount of cement replacement is about 40%, which provides 19% higher compressive strength and 25% higher tensile strength as compared to OPC mortar.
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spelling oai:localhost:123456789-2072015-09-18T03:47:36Z Strength Behavior Of Mortar Using Slag As Partial Replacement Of Cement Moinul Islam, Md. Saiful Islam, Dr.Md. Aftabur Rahman, Md. Slag, Cement, Mortar, Compressive Strength, Tensile Strength, Hydration This paper presents an experimental investigation carried out to study the effects of Ground Granulated Blast Furnace Slag (GGBFS) on strength development of mortar and the optimum use of slag in mortar. Cement was partially replaced with seven percentages (10%, 20%, 30%, 40%, 50%, 60% and 70%) of slag by weight. Ordinary Portland cement (OPC) mortar was also prepared as reference mortar. A total of 400 cube and briquet mortar specimens were cast and compressive as well as tensile strength of the mortar specimens were determined at curing age of 3, 7, 14, 28, 60, 90 and 180 days. Test results show that strength increases with the increase of slag up to an optimum value, beyond which, strength values start decreasing with further addition of slag. Among the seven slag mortars, the optimum amount of cement replacement is about 40%, which provides 19% higher compressive strength and 25% higher tensile strength as compared to OPC mortar. R&D Wing 2015-09-10T03:05:35Z 2015-09-10T03:05:35Z 2011-02 Article 2073-6444 http://hdl.handle.net/123456789/207 en Galaxy (Dhaka) : The Annual Technical Journal of MIST;Volume 3, Number 3, February 2011 application/pdf R&D Wing, MIST
spellingShingle Slag, Cement, Mortar, Compressive Strength, Tensile Strength, Hydration
Moinul Islam, Md.
Saiful Islam, Dr.Md.
Aftabur Rahman, Md.
Strength Behavior Of Mortar Using Slag As Partial Replacement Of Cement
title Strength Behavior Of Mortar Using Slag As Partial Replacement Of Cement
title_full Strength Behavior Of Mortar Using Slag As Partial Replacement Of Cement
title_fullStr Strength Behavior Of Mortar Using Slag As Partial Replacement Of Cement
title_full_unstemmed Strength Behavior Of Mortar Using Slag As Partial Replacement Of Cement
title_short Strength Behavior Of Mortar Using Slag As Partial Replacement Of Cement
title_sort strength behavior of mortar using slag as partial replacement of cement
topic Slag, Cement, Mortar, Compressive Strength, Tensile Strength, Hydration
url http://hdl.handle.net/123456789/207
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