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Dive into the research topics where Azman Kassim is active.

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Featured researches published by Azman Kassim.


3rd International Conference on Geological, Geographical, Aerospace and Earth Science, AeroEarth 2015 | 2016

Tree Water Uptake And Suction Distribution On Tropical Residual Soil Slope

M. F. Ishak; F.F. Sulaiman; Nazri Ali; Azman Kassim

This paper present an exploration of soil matric suction effected by water uptake via tree root at toe of slope on various condition between wet condition (high rainfall) and dry condition (prolonged no rainfall). Matric suction generated by active root tree has substantial influence soil moisture content on residual soil slope. A field monitoring was carried out to collect matric suction data at slope in two conditions; with a tree located at toe of slope and absent of a tree. The installations of instruments particularly at slope with tree at toe were placed within vicinity of the tree with certain depths and distances. The matric suction data from field monitoring was influence by the rainfall events that lead to the instability of soils slope. Analysis of soil matric suction distribution pattern indicates that the highest matric suction value was at shallower depth and proximity of tree. The matric suction profiles obtained from field monitoring are applied as an input data to develop soil matric suction contour. The effect of transpiration driven by active root zone generated matric suction on soil at vicinity of tree may create dry soil to increase soil shear strength.


IOP Conference Series: Materials Science and Engineering | 2016

Influence of relict joints on permeability of residual soil

Zaihasra Abu Talib; Azman Kassim; Gambo Haruna Yunusa

Weathering process of granitic material results in the formation of relict joint in lateritic layer of the weathering profile. The number and arrangements of the relict joints affects the permeability of the residual soil which invariably affects water flow and suction distribution in the residual soil. Although the permeability of residual soil without a relict joint can be determined using standard permeability test, it is difficult to be measured when a relict joint is incorporated due to limitation of size and area of the standard equipment. Hence, modified permeability test equipment is introduced in this study. Two arrangement of the relict joint in the equipment were considered. In the first arrangement one relict joint with various spacing were tested while the orientation and spacing of the relict joint were tested using two relict joints in the second arrangement. The results obtained shows that the permeability of the residual soil due to one and two relict joint varies by two orders of magnitude. Therefore, the number and spacing of relict joints modified the permeability of residual soil.


The electronic journal of geotechnical engineering | 2008

Response of suction distribution to rainfall infiltration in soil slope

Nurly Gofar; Lee Min Lee; Azman Kassim


The electronic journal of geotechnical engineering | 2014

Qualitative and quantitative landslide susceptibility assessments in Hulu Kelang area, Malaysia

Nader Saadatkhah; Azman Kassim; Lee Min Lee


The electronic journal of geotechnical engineering | 2014

Spatial patterns of precipitation, altitude and monsoon directions in Hulu Kelang area, Malaysia

Nader Saadatkhah; Azman Kassim; Lee Min Lee


Jurnal Teknologi | 2015

Quantitative Hazard Analysis for Landslides in Hulu Kelang area, Malaysia

Nader Saadatkhah; Azman Kassim; Lee Min Lee; Gambo Haruna Yunusa


Indian journal of science and technology | 2014

Effect of Surface Flux Boundary Conditions on Transient Suction Distribution in Homogeneous Slope

Gambo Haruna Yunusa; Azman Kassim; Nurly Gofar


Jurnal Teknologi | 2015

Influence of transport Layer on Transient Suction Distribution in a Two- Layered Slope

Gambo Haruna Yunusa; Azman Kassim; Ahmad Safuan A. Rashid


The electronic journal of geotechnical engineering | 2014

Effect of soil layering on suction distribution in unsaturated residual soil slope

Gambo Haruna Yunusa; Azman Kassim; Nurly Gofar


The electronic journal of geotechnical engineering | 2013

Unsaturated shear strength behavior under unconsolidated undrained tests

Majid Sokhanvar; Azman Kassim

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Gambo Haruna Yunusa

Universiti Teknologi Malaysia

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Lee Min Lee

Universiti Tunku Abdul Rahman

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Nader Saadatkhah

Universiti Teknologi Malaysia

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Nazri Ali

Universiti Teknologi Malaysia

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Nurly Gofar

Universiti Teknologi Malaysia

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Zaihasra Abu Talib

Universiti Teknologi Malaysia

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M. F. Ishak

Universiti Malaysia Pahang

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F.F. Sulaiman

Universiti Teknologi Malaysia

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Koohyar Faizi

Universiti Teknologi Malaysia

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