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<title>Civil Engineering</title>
<link>http://210.212.227.212:8080/xmlui/handle/123456789/17</link>
<description/>
<pubDate>Sun, 17 May 2026 00:00:56 GMT</pubDate>
<dc:date>2026-05-17T00:00:56Z</dc:date>
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<title>Civil Engineering</title>
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<title>Drying and Atterberg limits of Cochin marine clay</title>
<link>http://210.212.227.212:8080/xmlui/handle/123456789/128</link>
<description>Drying and Atterberg limits of Cochin marine clay
Amal, Azad Sahib
Marine clays are reported to undergo an irreversible change in plasticity on drying. Various reasons such&#13;
as the presence of halloysite and allophane minerals that change their structure, the presence of sesquioxides or organic matter that undergo cementation and the presence of salinity that generates strong&#13;
attractive forces leading to aggregation on drying have been reported. In this study, the properties of&#13;
Cochin marine clay, obtained from Cochin, India, in air-dried and oven-dried conditions were evaluated.&#13;
The study shows that the plasticity characteristics get altered on drying, but can be reversed by proper&#13;
dispersion using dispersion tools.
</description>
<pubDate>Sat, 28 Dec 2019 00:00:00 GMT</pubDate>
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<dc:date>2019-12-28T00:00:00Z</dc:date>
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<item>
<title>A review of isotache modeling and secondary consolidation behavior of soft clays</title>
<link>http://210.212.227.212:8080/xmlui/handle/123456789/127</link>
<description>A review of isotache modeling and secondary consolidation behavior of soft clays
Amal, Azad Sahib
Secondary consolidation of soils has gained much importance as a major contributor&#13;
in the long term settlements of soft clays. In the scenario where constructions on such&#13;
problematic soils are increasing, accurate prediction of long term settlements is very&#13;
challenging. This paper reviews the evolution of the secondary compression characteristics&#13;
from the concept of Cα to the creep isotaches. The generation of the 3 D elastic viscoplastic&#13;
model from the equivalent time (isotache) approach is also discussed in this paper. This model&#13;
is an extension of Maxwell’s rheological model. With relevance to Indian soils, the secondary&#13;
compression characteristics of Kuttanad and Cochin marine clay are also reported in this paper.
</description>
<pubDate>Wed, 01 Jan 2020 00:00:00 GMT</pubDate>
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<dc:date>2020-01-01T00:00:00Z</dc:date>
</item>
<item>
<title>Evaluation of Various Electrode Configurations in Electro-Osmosis</title>
<link>http://210.212.227.212:8080/xmlui/handle/123456789/126</link>
<description>Evaluation of Various Electrode Configurations in Electro-Osmosis
Amal, Azad Sahib
Electro-Osmosis technology is a proven stabilization technique on fine-grained soils. When an electric field is&#13;
applied to a mass of soil, the pore fluid moves from the region of anode to cathode along with the positive ions that&#13;
move towards the negative electrode; the net effect being reduced water content and improved strength near the&#13;
region of anode. From an elementary study, it was established that copper and its alloys form the best electrode&#13;
material for electro-osmosis and that a uniform increase of resistance in soil during the process increases the&#13;
efficiency of the process. Usually, application of this technique on field does not follow any particular configuration&#13;
of electrodes. In this study, different patterns of arrangement of a set of four electrodes were implemented to study&#13;
the effects of each of the arrangement. It was found that a tetrahedral configuration using one central anode and&#13;
three cathodes resulted in better drainage of water by 33% whereas that with a central cathode and three anodes&#13;
resulted in better improvement of strength by 76%.
</description>
<pubDate>Wed, 01 Dec 2010 00:00:00 GMT</pubDate>
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<dc:date>2010-12-01T00:00:00Z</dc:date>
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<item>
<title>Electro-osmosis: A review from the past</title>
<link>http://210.212.227.212:8080/xmlui/handle/123456789/125</link>
<description>Electro-osmosis: A review from the past
Amal, Azad Sahib
Electro-osmosis is a powerful technique, as a means of dewatering soils of high compressibility and moisture&#13;
content. Electro-osmosis is an established technique and has been investigated by many researchers as long as a&#13;
century ago.&#13;
The treatment factors that contribute to the effectiveness of electro-osmotic consolidation are: type of electrode,&#13;
voltage gradient, polarity reversal, current intermittence, and duration of treatment. Copper, mild steel and stainless&#13;
steel in different shapes and forms have been used as electrodes. Electrokineticgeosynthetics (EKG) used in&#13;
electro-osmotic consolidation applications provide electrokinetic function in addition to the filtration and drainage&#13;
functions. The EKG electrodes are less susceptible to corrosion due to the polymeric cover or treatment against&#13;
corrosion. Even though most studies claim the effectiveness of this technique, the procedure is not widely accepted&#13;
in the industry due to the risks and costs involved. This paper aims to review the suitability of this technique on soils&#13;
around the world. Also, this paper looks closely into the properties of the soil that make it ideal for the success of this&#13;
technique. With reference to Indian soils, the results of electro-osmosis studies on Kuttanad clay, are presented
</description>
<pubDate>Sat, 01 Dec 2018 00:00:00 GMT</pubDate>
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<dc:date>2018-12-01T00:00:00Z</dc:date>
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