Effects of aggregate size and angularity on alkali-silica reaction

Küçük Resim Yok

Tarih

2005

Dergi Başlığı

Dergi ISSN

Cilt Başlığı

Yayıncı

Pergamon-Elsevier Science Ltd

Erişim Hakkı

info:eu-repo/semantics/closedAccess

Özet

The effects of reactive aggregate size and aggregate angularity on alkali-silica reaction (ASR) were studied. An all-in natural reactive aggregate was used. The coarse aggregate particles were crushed to obtain crushed fine particles. The angularity of the aggregate was determined using ASTM C1252 and EN 933-6 methods. ASTM C1260 accelerated mortar bar test was conducted to compare the ASR expansion caused by various aggregate size fractions. The effect of the size of the particles on ASR expansion was studied by replacing each size fraction of the non-reactive aggregate with the reactive aggregate of the same size. In spite of similarity of the chemical and mineralogical compositions, the crushed aggregate caused higher ASR expansion than the natural aggregate in all size fractions. The summation of the expansions of individual reactive size fractions of both aggregates was found to be higher than that of corresponding control mixtures. (C) 2005 Elsevier Ltd. All rights reserved.

Açıklama

Anahtar Kelimeler

alkali aggregate reaction, aggregate size, angularity

Kaynak

Cement and Concrete Research

WoS Q Değeri

Q1

Scopus Q Değeri

Q1

Cilt

35

Sayı

11

Künye