TY  - CONF
A1  - Azmee, N.M.
A1  - Nuruddin, M.F.
UR  - https://www.scopus.com/inward/record.uri?eid=2-s2.0-85009813018&doi=10.1201%2fb21942-94&partnerID=40&md5=3d45f8b284c0537d4a41e40c08419cd4
EP  - 466
Y1  - 2016///
PB  - CRC Press/Balkema
SN  - 9781138029781
N2  - Technology advances in concrete industry and increasing demand for high strength construction materials have led to the development of Ultra High Performance Concrete (UHPC). Conventional UHPC preparation method requires high cement consumption, high material cost and sophisticated technical procedures that makes it unsustainable and too costly to meet the demand of large-scale constructions. This paper addresses the development of UHPC incorporating high volume of fly ash (FA) of up to 50 as cement replacement material and the use of coarse aggregates in order to reduce the economical and environmental disadvantages of current UHPC. Influence of binder content, water to binder ratio and FA on workability and compressive strength of concrete were investigated. The test results showed that low cement UHPC of 450 kg/m3 with compressive strength of about 160MPa at 90 days could be prepared successfully with incorporation of both high volume of FA and coarse aggregates. © 2016 Taylor & Francis Group, London.
N1  - cited By 3; Conference of 3rd International Conference on Civil, offshore and Environmental Engineering, ICCOEE 2016 ; Conference Date: 15 August 2016 Through 17 August 2016; Conference Code:180169
ID  - scholars7542
SP  - 463
TI  - Effect of high volume fly ash in ultra high performance concrete on compressive strength
KW  - Aggregates; Cements; Compressive strength; Concrete industry; Fly ash; Offshore oil well production
KW  -  Cement consumption; Cement replacement materials; Compressive strength of concrete; High volume fly ash; Preparation method; Technology advances; Ultra high performance concretes; Water-to-binder ratio
KW  -  High performance concrete
AV  - none
ER  -