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Faizal Pakir

Researcher at Universiti Tun Hussein Onn Malaysia

Publications -  23
Citations -  119

Faizal Pakir is an academic researcher from Universiti Tun Hussein Onn Malaysia. The author has contributed to research in topics: Atterberg limits & Soil stabilization. The author has an hindex of 6, co-authored 20 publications receiving 97 citations. Previous affiliations of Faizal Pakir include Universiti Teknologi Malaysia.

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Journal ArticleDOI

Effect of sodium silicate as liquid based stabilizer on shear strength of marine clay

Faizal Pakir, +4 more
TL;DR: In this paper, a laboratory study was led to assess the impacts of sodium silicate on the unconfined compression strength (UCS) and plasticity index of marine clay.
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Performance of lime-treated marine clay on strength and compressibility chracteristics

Nor Zurairahetty Mohd Yunus, +2 more
- 01 Mar 2015 - 
TL;DR: In this paper, a series of laboratory test has been conducted to determine the potential of lime to stabilize marine clay to form the basis of a strong, reliable land for construction of roads and building.
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Stabilization of marine clay by biomass silica (non-traditional) stabilizers

Aminaton Marto, +5 more
- 01 Nov 2014 - 
TL;DR: In this article, a series of laboratory test has been conducted to determine the potential of Biomass Silica (BS), one of the commercial brands namely “SH-85” to stabilize marine clay to form the basis of a strong, reliable land for construction of roads and building.
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Liquefaction resistance of sand matrix soils

Choy Soon Tan, +4 more
TL;DR: In this article, the authors present the liquefaction resistance of sand matrix soils with respect to different fines content based on the results from cyclic tests using triaxial testing system.
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Predicting the effective depth of soil stabilization for marine clay treated by biomass silica

Lim Jing Jin, +8 more
- 18 Jun 2018 - 
TL;DR: In this article, the stress-strain behavior of marine clay treated with 12% of SH-85 with different curing periods and confining pressures was investigated and the results showed that the strength parameters of the stabilized soil are greatly improved during the early stage of the curing period under higher confining pressure.