Acceleration of Intended Pozzolanic Reaction under Initial Thermal Treatment for Developing Cementless Fly Ash Based Mortar

Without using strong alkaline solution or ordinary Portland cement, a new structural binder consisting of fly ash and hydrated lime was hardened through an intensified pozzolanic reaction. The main experimental variables are the addition of silica fume and initial thermal treatment (60 °C for 3 days...

Full description

Bibliographic Details
Main Authors: Yang-Hee Kwon, Sung-Hoon Kang, Sung-Gul Hong, Juhyuk Moon
Format: Article
Language:English
Published: MDPI AG 2017-02-01
Series:Materials
Subjects:
Online Access:http://www.mdpi.com/1996-1944/10/3/225
id doaj-a972575c307f477fad299e81cf805e24
record_format Article
spelling doaj-a972575c307f477fad299e81cf805e242020-11-24T23:02:12ZengMDPI AGMaterials1996-19442017-02-0110322510.3390/ma10030225ma10030225Acceleration of Intended Pozzolanic Reaction under Initial Thermal Treatment for Developing Cementless Fly Ash Based MortarYang-Hee Kwon0Sung-Hoon Kang1Sung-Gul Hong2Juhyuk Moon3Department of Architecture & Architectural Engineering, Seoul National University, 1 Gwanak-ro, Gwanak-gu, Seoul 08826, KoreaDepartment of Architecture & Architectural Engineering, Seoul National University, 1 Gwanak-ro, Gwanak-gu, Seoul 08826, KoreaDepartment of Architecture & Architectural Engineering, Seoul National University, 1 Gwanak-ro, Gwanak-gu, Seoul 08826, KoreaDepartment of Civil and Environmental Engineering, National University of Singapore, 1 Engineering Drive 2, Singapore 117576, SingaporeWithout using strong alkaline solution or ordinary Portland cement, a new structural binder consisting of fly ash and hydrated lime was hardened through an intensified pozzolanic reaction. The main experimental variables are the addition of silica fume and initial thermal treatment (60 °C for 3 days). A series of experiments consisting of mechanical testing (compressive and flexural strength, modulus of elasticity), X-ray diffraction, and measurements of the heat of hydration, pore structure, and shrinkage were conducted. These tests show that this new fly ash-based mortar has a compressive strength of 15 MPa at 91 days without any silica fume addition or initial thermal treatment. The strength increased to over 50 MPa based on the acceleration of the intensified pozzolanic reaction from the silica fume addition and initial thermal treatment. This is explained by a significant synergistic effect induced by the silica fume. It intensifies the pozzolanic reaction under thermal treatment and provides a space filling effect. This improved material performance can open a new pathway to utilize the industrial by-product of fly ash in cementless construction materials.http://www.mdpi.com/1996-1944/10/3/225cementless mortarpozzolanic reactionthermal treatmentfly ashsilica fume
collection DOAJ
language English
format Article
sources DOAJ
author Yang-Hee Kwon
Sung-Hoon Kang
Sung-Gul Hong
Juhyuk Moon
spellingShingle Yang-Hee Kwon
Sung-Hoon Kang
Sung-Gul Hong
Juhyuk Moon
Acceleration of Intended Pozzolanic Reaction under Initial Thermal Treatment for Developing Cementless Fly Ash Based Mortar
Materials
cementless mortar
pozzolanic reaction
thermal treatment
fly ash
silica fume
author_facet Yang-Hee Kwon
Sung-Hoon Kang
Sung-Gul Hong
Juhyuk Moon
author_sort Yang-Hee Kwon
title Acceleration of Intended Pozzolanic Reaction under Initial Thermal Treatment for Developing Cementless Fly Ash Based Mortar
title_short Acceleration of Intended Pozzolanic Reaction under Initial Thermal Treatment for Developing Cementless Fly Ash Based Mortar
title_full Acceleration of Intended Pozzolanic Reaction under Initial Thermal Treatment for Developing Cementless Fly Ash Based Mortar
title_fullStr Acceleration of Intended Pozzolanic Reaction under Initial Thermal Treatment for Developing Cementless Fly Ash Based Mortar
title_full_unstemmed Acceleration of Intended Pozzolanic Reaction under Initial Thermal Treatment for Developing Cementless Fly Ash Based Mortar
title_sort acceleration of intended pozzolanic reaction under initial thermal treatment for developing cementless fly ash based mortar
publisher MDPI AG
series Materials
issn 1996-1944
publishDate 2017-02-01
description Without using strong alkaline solution or ordinary Portland cement, a new structural binder consisting of fly ash and hydrated lime was hardened through an intensified pozzolanic reaction. The main experimental variables are the addition of silica fume and initial thermal treatment (60 °C for 3 days). A series of experiments consisting of mechanical testing (compressive and flexural strength, modulus of elasticity), X-ray diffraction, and measurements of the heat of hydration, pore structure, and shrinkage were conducted. These tests show that this new fly ash-based mortar has a compressive strength of 15 MPa at 91 days without any silica fume addition or initial thermal treatment. The strength increased to over 50 MPa based on the acceleration of the intensified pozzolanic reaction from the silica fume addition and initial thermal treatment. This is explained by a significant synergistic effect induced by the silica fume. It intensifies the pozzolanic reaction under thermal treatment and provides a space filling effect. This improved material performance can open a new pathway to utilize the industrial by-product of fly ash in cementless construction materials.
topic cementless mortar
pozzolanic reaction
thermal treatment
fly ash
silica fume
url http://www.mdpi.com/1996-1944/10/3/225
work_keys_str_mv AT yangheekwon accelerationofintendedpozzolanicreactionunderinitialthermaltreatmentfordevelopingcementlessflyashbasedmortar
AT sunghoonkang accelerationofintendedpozzolanicreactionunderinitialthermaltreatmentfordevelopingcementlessflyashbasedmortar
AT sunggulhong accelerationofintendedpozzolanicreactionunderinitialthermaltreatmentfordevelopingcementlessflyashbasedmortar
AT juhyukmoon accelerationofintendedpozzolanicreactionunderinitialthermaltreatmentfordevelopingcementlessflyashbasedmortar
_version_ 1725636904731279360