A real case of steam-cured concrete track slab premature deterioration due to ASR and DEF
Deterioration mechanisms of some premature damaged steam-cured concrete track slabs (CTS) in Chinese railway less than 4 years were investigated. Field investigation, raw materials test and suspicious products analysis were carried out. Results show that steam-cured heat damage (SCHD) of concrete ta...
Main Authors: | , , |
---|---|
Format: | Article |
Language: | English |
Published: |
Elsevier
2017-06-01
|
Series: | Case Studies in Construction Materials |
Subjects: | |
Online Access: | http://www.sciencedirect.com/science/article/pii/S2214509516300602 |
id |
doaj-2821eaf038d3440a8bfe77e254f4ed1f |
---|---|
record_format |
Article |
spelling |
doaj-2821eaf038d3440a8bfe77e254f4ed1f2020-11-24T22:07:18ZengElsevierCase Studies in Construction Materials2214-50952017-06-016C637110.1016/j.cscm.2016.12.001A real case of steam-cured concrete track slab premature deterioration due to ASR and DEFKunlin Ma0Guangcheng Long1Youjun Xie2School of Civil Engineering, Central South University, Changsha 410075, ChinaSchool of Civil Engineering, Central South University, Changsha 410075, ChinaSchool of Civil Engineering, Central South University, Changsha 410075, ChinaDeterioration mechanisms of some premature damaged steam-cured concrete track slabs (CTS) in Chinese railway less than 4 years were investigated. Field investigation, raw materials test and suspicious products analysis were carried out. Results show that steam-cured heat damage (SCHD) of concrete takes place in steam-cured process. Expansion products are ettringite in hydrated products and alkali-silica gels between the interface of hydrated products and coarse aggregate. SCHD makes CTS surface layer loose, porous and more micro-cracks. Long-term fatigue load from high-speed train acting on CTS enlarges concrete microcracks, leading to water penetrating into concrete easily in moist and rainy environment. In the process of water ingression, alkali-silica reaction (ASR) and delayed ettringite formation (DEF) take place, hence resulting in CTS cracking and premature deterioration.http://www.sciencedirect.com/science/article/pii/S2214509516300602Concrete track slabHigh speed railwayFatigue loadSteam-cured heat damageAlkali-silica reactionDelayed ettringite formation |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Kunlin Ma Guangcheng Long Youjun Xie |
spellingShingle |
Kunlin Ma Guangcheng Long Youjun Xie A real case of steam-cured concrete track slab premature deterioration due to ASR and DEF Case Studies in Construction Materials Concrete track slab High speed railway Fatigue load Steam-cured heat damage Alkali-silica reaction Delayed ettringite formation |
author_facet |
Kunlin Ma Guangcheng Long Youjun Xie |
author_sort |
Kunlin Ma |
title |
A real case of steam-cured concrete track slab premature deterioration due to ASR and DEF |
title_short |
A real case of steam-cured concrete track slab premature deterioration due to ASR and DEF |
title_full |
A real case of steam-cured concrete track slab premature deterioration due to ASR and DEF |
title_fullStr |
A real case of steam-cured concrete track slab premature deterioration due to ASR and DEF |
title_full_unstemmed |
A real case of steam-cured concrete track slab premature deterioration due to ASR and DEF |
title_sort |
real case of steam-cured concrete track slab premature deterioration due to asr and def |
publisher |
Elsevier |
series |
Case Studies in Construction Materials |
issn |
2214-5095 |
publishDate |
2017-06-01 |
description |
Deterioration mechanisms of some premature damaged steam-cured concrete track slabs (CTS) in Chinese railway less than 4 years were investigated. Field investigation, raw materials test and suspicious products analysis were carried out. Results show that steam-cured heat damage (SCHD) of concrete takes place in steam-cured process. Expansion products are ettringite in hydrated products and alkali-silica gels between the interface of hydrated products and coarse aggregate. SCHD makes CTS surface layer loose, porous and more micro-cracks. Long-term fatigue load from high-speed train acting on CTS enlarges concrete microcracks, leading to water penetrating into concrete easily in moist and rainy environment. In the process of water ingression, alkali-silica reaction (ASR) and delayed ettringite formation (DEF) take place, hence resulting in CTS cracking and premature deterioration. |
topic |
Concrete track slab High speed railway Fatigue load Steam-cured heat damage Alkali-silica reaction Delayed ettringite formation |
url |
http://www.sciencedirect.com/science/article/pii/S2214509516300602 |
work_keys_str_mv |
AT kunlinma arealcaseofsteamcuredconcretetrackslabprematuredeteriorationduetoasranddef AT guangchenglong arealcaseofsteamcuredconcretetrackslabprematuredeteriorationduetoasranddef AT youjunxie arealcaseofsteamcuredconcretetrackslabprematuredeteriorationduetoasranddef AT kunlinma realcaseofsteamcuredconcretetrackslabprematuredeteriorationduetoasranddef AT guangchenglong realcaseofsteamcuredconcretetrackslabprematuredeteriorationduetoasranddef AT youjunxie realcaseofsteamcuredconcretetrackslabprematuredeteriorationduetoasranddef |
_version_ |
1725821104958734336 |