Mohd Zulham Affandi Mohd Zahid
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Preferred name
Mohd Zulham Affandi Mohd Zahid
Official Name
Mohd Zulham Affandi , Mohd Zahid
Alternative Name
Zahid, Mohd Zulham Affandi bin Mohd
Zahid, M. Z.A.Mohd
Zahid, Mohd Zulham Affandi Mohd
Zahid, M. Z.A.M.
Mohd Zahid, M. Z.A.
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Scopus Author ID
55540220800
Researcher ID
AAC-7605-2020

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  • Publication
    Mechanical, Durability and Rheology Properties of Ultra High Performance Concrete (UHPC) with Low Cement Content
    ( 2021-11-26)
    Mohd Zulham Affandi Mohd Zahid
    ;
    Bakar B.H.A.
    ;
    Nazri F.M.
    ;
    Alasmari H.
    ;
    Latiff M.F.P.M.
    ;
    Afizah Ayob
    ;
    Khairunnisa Muhammad
    ;
    Muhammad Munsif Ahmad
    ;
    Manaf B.H.A.
    ;
    Mokhzani Khair Ishak
    This current study attempts to investigate the mechanical, durability as well as rheology properties of Ultra-High Performance Concrete (UHPC) with low cement content and using coarse aggregate. The cement content used in UHPC mix in current study was 800 kg/m3. The slump flow, compressive strength, splitting tensile strength, modulus of elasticity, water absorption and water penetration tests were conducted to determine the workability, mechanical and durability properties of explored UHPC mixture. The test results show that the above properties were exceptional and comparable with other UHPC mixtures.
      1
  • Publication
    Manufacturing of cast in situ ultra high performance fibre reinforced concrete (uhpfrc)-Workability, Tensile and Compressive Strength
    ( 2020-03-18)
    Mohd Zulham Affandi Mohd Zahid
    ;
    Abu Bakar B.H.
    ;
    Mohamed Nazri F.
    ;
    Afizah Ayob
    ;
    Abdul Razak R.
    The aim of this article is to share on the manufacturing process of Ultra High Performance Fibre Reinforced Concrete (UHPFRC) without heat curing or steam curing, hence, it makes UHPFRC possible to be used for in situ application. The common materials used in numerous previous studies were used in this work to produce UHPFRC: Cement type CEM I, fine sand, silica fume, water and third generation high range water reducer. Three tests were conducted, i.e. Compression test and slump flow test and tensile test. The targeted slump flow is in the range of 600 mm to 750 mm, minimum targeted compressive strength and tensile strength test is 115 MPa and 10 MPa, respectively. In addition, the UHPFRC must exhibit strain hardening properties. As a result, this study proposes the mix proportion of the above mentioned material used to produce UHPFRC which is suitable to be utilized for in situ application.
      1  7