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Farah Nora Aznieta Abdul Aziz

Researcher at Universiti Putra Malaysia

Publications -  41
Citations -  910

Farah Nora Aznieta Abdul Aziz is an academic researcher from Universiti Putra Malaysia. The author has contributed to research in topics: Cement & Compressive strength. The author has an hindex of 13, co-authored 33 publications receiving 662 citations.

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Experimental investigation of the size effects of SiO2 nano-particles on the mechanical properties of binary blended concrete

TL;DR: In this paper, the size effects of SiO2 nano-particles on compressive, flexural and tensile strength of binary blended concrete were investigated, and it was concluded that concrete specimens containing SiO 2 particles with average diameter of 15-nm were harder than those containing 80-nm of siO2 particles at the initial days of curing.
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The effects of lime solution on the properties of SiO2 nanoparticles binary blended concrete

TL;DR: In this article, the effects of SiO2 nanoparticles on both mechanical properties (compressive, split tensile and flexural strength) and physical properties (water permeability, workability and setting time) of binary blended concrete have been investigated.
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The effect of nano silica on short term drying shrinkage of POFA cement mortars

TL;DR: In this paper, the effects of nano silica on short-term drying shrinkage of mortars with palm oil fuel ash (POFA) during the first 28 days of curing were investigated.
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Investigations on the development of the permeability properties of binary blended concrete with nano-SiO2 particles.

TL;DR: In this article, an experimental study was done, designed to examine the water permeability and setting time of Portland cement mortar with nano-SiO2 admixed at 0.5, 1, 1.5 and 2 wt% of cement.
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Earthquake induced pounding between adjacent buildings considering soil-structure interaction

TL;DR: In this paper, the authors examined both the interaction between adjacent buildings due to pounding and interaction between the buildings through the soil as they affect the buildings' seismic responses, and the results indicated that pounding worsens the buildings’ condition because their seismic responses are amplified after pounding.