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<title>Volume 2, Issue 4 (2006) | American Journal of Environmental Sciences</title>
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    <title><![CDATA[Characterization and Geotechnical Properties of Penang Residual Soils with Emphasis on Landslides]]></title>
    <link>https://thescipub.com/ajes/ajessp.2006.121.128</link>
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        <![CDATA[<p>American Journal of Environmental Sciences, Published online: 31 December 2006; <a href="https://thescipub.com/ajes/ajessp.2006.121.128">doi:10.3844/ajessp.2006.121.128</a></p>The predominantly hilly terrain of Penang Island combined with average maximum daily temperatures ranging between 27-35°C and peak rainfall as high as 647 cm makes the overall area potentially suscep...]]></content:encoded>
    <dc:title><![CDATA[Characterization and Geotechnical Properties of Penang Residual Soils with Emphasis on Landslides]]></dc:title><dc:creator>Fauziah  Ahmad</dc:creator><dc:creator>Ahmad Shukri Yahaya</dc:creator><dc:creator>Mohd Ahmadullah Farooqi</dc:creator><dc:identifier>doi:10.3844/ajessp.2006.121.128</dc:identifier>
    <dc:source>American Journal of Environmental Sciences, Published online: 2006-12-31; | doi:10.3844/ajessp.2006.121.128</dc:source>
    <dc:date>2006-12-31</dc:date>
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    <prism:doi>10.3844/ajessp.2006.121.128</prism:doi>
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    </item><item rdf:about="https://thescipub.com/ajes/ajessp.2006.129.134">
    <title><![CDATA[Evaluation of Environmental and Hydraulic Performance of Bio-Composite Revetment Blocks ]]></title>
    <link>https://thescipub.com/ajes/ajessp.2006.129.134</link>
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        <![CDATA[<p>American Journal of Environmental Sciences, Published online: 31 December 2006; <a href="https://thescipub.com/ajes/ajessp.2006.129.134">doi:10.3844/ajessp.2006.129.134</a></p>It is necessary to develop a concrete revetment block which can cater for environment and at the same time it will be effective in protecting river banks (stabilize the slope of banks) from scouring d...]]></content:encoded>
    <dc:title><![CDATA[Evaluation of Environmental and Hydraulic Performance of Bio-Composite Revetment Blocks ]]></dc:title><dc:creator>Thamer A. Mohamed</dc:creator><dc:creator>Nor A. Alias</dc:creator><dc:creator>Abdul H. Ghazali</dc:creator><dc:creator>Mohd. S. Jaafar</dc:creator><dc:identifier>doi:10.3844/ajessp.2006.129.134</dc:identifier>
    <dc:source>American Journal of Environmental Sciences, Published online: 2006-12-31; | doi:10.3844/ajessp.2006.129.134</dc:source>
    <dc:date>2006-12-31</dc:date>
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    <prism:doi>10.3844/ajessp.2006.129.134</prism:doi>
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    <title><![CDATA[Evaluation of Slope Assessment Systems for Predicting Landslides of Cut Slopes in Granitic and Meta-sediment Formations]]></title>
    <link>https://thescipub.com/ajes/ajessp.2006.135.141</link>
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        <![CDATA[<p>American Journal of Environmental Sciences, Published online: 31 December 2006; <a href="https://thescipub.com/ajes/ajessp.2006.135.141">doi:10.3844/ajessp.2006.135.141</a></p>In Malaysia, slope assessment systems (SAS) are widely used in assessing the instability of slope or the probability of occurrence and the likely severity of landslides. These SAS can be derived based...]]></content:encoded>
    <dc:title><![CDATA[Evaluation of Slope Assessment Systems for Predicting Landslides of Cut Slopes in Granitic and Meta-sediment Formations]]></dc:title><dc:creator>Suhaimi  Jamaludin</dc:creator><dc:creator>Bujang B.K. Huat</dc:creator><dc:creator>Husaini  Omar</dc:creator><dc:identifier>doi:10.3844/ajessp.2006.135.141</dc:identifier>
    <dc:source>American Journal of Environmental Sciences, Published online: 2006-12-31; | doi:10.3844/ajessp.2006.135.141</dc:source>
    <dc:date>2006-12-31</dc:date>
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    <prism:doi>10.3844/ajessp.2006.135.141</prism:doi>
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    <title><![CDATA[Relationship Between Shear Strength and Soil Water Characteristic Curve of an Unsaturated Granitic Residual Soil]]></title>
    <link>https://thescipub.com/ajes/ajessp.2006.142.145</link>
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        <![CDATA[<p>American Journal of Environmental Sciences, Published online: 31 December 2006; <a href="https://thescipub.com/ajes/ajessp.2006.142.145">doi:10.3844/ajessp.2006.142.145</a></p>Shear strength parameters are crucial for stability analyses of slopes against slope failures and landslides. The three shear strength parameters that are required to define a failure envelope of an u...]]></content:encoded>
    <dc:title><![CDATA[Relationship Between Shear Strength and Soil Water Characteristic Curve of an Unsaturated Granitic Residual Soil]]></dc:title><dc:creator>Thamer Ahmed Mohamed</dc:creator><dc:creator>Faisal Hj. Ali</dc:creator><dc:creator>S.  Hashim</dc:creator><dc:creator>Bujang B.K. Huat</dc:creator><dc:identifier>doi:10.3844/ajessp.2006.142.145</dc:identifier>
    <dc:source>American Journal of Environmental Sciences, Published online: 2006-12-31; | doi:10.3844/ajessp.2006.142.145</dc:source>
    <dc:date>2006-12-31</dc:date>
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    <title><![CDATA[A Near Real-time Early Warning System on Erosion Hazards]]></title>
    <link>https://thescipub.com/ajes/ajessp.2006.146.153</link>
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        <![CDATA[<p>American Journal of Environmental Sciences, Published online: 31 December 2006; <a href="https://thescipub.com/ajes/ajessp.2006.146.153">doi:10.3844/ajessp.2006.146.153</a></p>With many incidences of landslides, mudslides and erosion occurrences lately, especially in the highlands in Malaysia, properties were damaged and lives were lost. Seeing the need of resolving and min...]]></content:encoded>
    <dc:title><![CDATA[A Near Real-time Early Warning System on Erosion Hazards]]></dc:title><dc:creator>Faisal H. Ali</dc:creator><dc:creator>Tew K. Hui</dc:creator><dc:identifier>doi:10.3844/ajessp.2006.146.153</dc:identifier>
    <dc:source>American Journal of Environmental Sciences, Published online: 2006-12-31; | doi:10.3844/ajessp.2006.146.153</dc:source>
    <dc:date>2006-12-31</dc:date>
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    <prism:doi>10.3844/ajessp.2006.146.153</prism:doi>
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    </item><item rdf:about="https://thescipub.com/ajes/ajessp.2006.154.160">
    <title><![CDATA[Stability Analysis and Stability Chart for Unsaturated Residual Soil Slope]]></title>
    <link>https://thescipub.com/ajes/ajessp.2006.154.160</link>
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        <![CDATA[<p>American Journal of Environmental Sciences, Published online: 31 December 2006; <a href="https://thescipub.com/ajes/ajessp.2006.154.160">doi:10.3844/ajessp.2006.154.160</a></p>In tropical residual soils most hill slope failures are caused by rainfall. It is therefore important to consider dynamic hydrological conditions when attempting to analyze the stability of residual s...]]></content:encoded>
    <dc:title><![CDATA[Stability Analysis and Stability Chart for Unsaturated Residual Soil Slope]]></dc:title><dc:creator>Bujang B.K. Huat</dc:creator><dc:creator>Faisal Hj. Ali</dc:creator><dc:creator>R. S.K. Rajoo</dc:creator><dc:identifier>doi:10.3844/ajessp.2006.154.160</dc:identifier>
    <dc:source>American Journal of Environmental Sciences, Published online: 2006-12-31; | doi:10.3844/ajessp.2006.154.160</dc:source>
    <dc:date>2006-12-31</dc:date>
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    <prism:doi>10.3844/ajessp.2006.154.160</prism:doi>
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    <title><![CDATA[Collapsibility and Volume Change Behavior of Unsaturated Residual Soil]]></title>
    <link>https://thescipub.com/ajes/ajessp.2006.161.166</link>
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        <![CDATA[<p>American Journal of Environmental Sciences, Published online: 31 December 2007; <a href="https://thescipub.com/ajes/ajessp.2006.161.166">doi:10.3844/ajessp.2006.161.166</a></p>Residual soils occur in most countries of the world but the greater areas and depths are normally found in tropical humid areas. In these places, the soil forming processes are still very active and t...]]></content:encoded>
    <dc:title><![CDATA[Collapsibility and Volume Change Behavior of Unsaturated Residual Soil]]></dc:title><dc:creator>Azlan A. Aziz</dc:creator><dc:creator>Faisal H. Ali</dc:creator><dc:creator>chioong F. heng</dc:creator><dc:creator>Thamer A. Mohammed</dc:creator><dc:creator>Bujang Bk. huat</dc:creator><dc:identifier>doi:10.3844/ajessp.2006.161.166</dc:identifier>
    <dc:source>American Journal of Environmental Sciences, Published online: 2007-12-31; | doi:10.3844/ajessp.2006.161.166</dc:source>
    <dc:date>2007-12-31</dc:date>
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