<?xml version="1.0" encoding="UTF-8"?><feed xmlns="http://www.w3.org/2005/Atom" xmlns:dc="http://purl.org/dc/elements/1.1/">
<title>Civil Engineering</title>
<link href="http://210.212.227.212:8080/xmlui/handle/123456789/17" rel="alternate"/>
<subtitle/>
<id>http://210.212.227.212:8080/xmlui/handle/123456789/17</id>
<updated>2026-05-17T00:01:39Z</updated>
<dc:date>2026-05-17T00:01:39Z</dc:date>
<entry>
<title>Drying and Atterberg limits of Cochin marine clay</title>
<link href="http://210.212.227.212:8080/xmlui/handle/123456789/128" rel="alternate"/>
<author>
<name>Amal, Azad Sahib</name>
</author>
<id>http://210.212.227.212:8080/xmlui/handle/123456789/128</id>
<updated>2022-03-22T10:15:04Z</updated>
<published>2019-12-28T00:00:00Z</published>
<summary type="text">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.
</summary>
<dc:date>2019-12-28T00:00:00Z</dc:date>
</entry>
<entry>
<title>A review of isotache modeling and secondary consolidation behavior of soft clays</title>
<link href="http://210.212.227.212:8080/xmlui/handle/123456789/127" rel="alternate"/>
<author>
<name>Amal, Azad Sahib</name>
</author>
<id>http://210.212.227.212:8080/xmlui/handle/123456789/127</id>
<updated>2022-03-22T09:59:25Z</updated>
<published>2020-01-01T00:00:00Z</published>
<summary type="text">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.
</summary>
<dc:date>2020-01-01T00:00:00Z</dc:date>
</entry>
<entry>
<title>Evaluation of Various Electrode Configurations in Electro-Osmosis</title>
<link href="http://210.212.227.212:8080/xmlui/handle/123456789/126" rel="alternate"/>
<author>
<name>Amal, Azad Sahib</name>
</author>
<id>http://210.212.227.212:8080/xmlui/handle/123456789/126</id>
<updated>2022-03-22T09:52:00Z</updated>
<published>2010-12-01T00:00:00Z</published>
<summary type="text">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%.
</summary>
<dc:date>2010-12-01T00:00:00Z</dc:date>
</entry>
<entry>
<title>Electro-osmosis: A review from the past</title>
<link href="http://210.212.227.212:8080/xmlui/handle/123456789/125" rel="alternate"/>
<author>
<name>Amal, Azad Sahib</name>
</author>
<id>http://210.212.227.212:8080/xmlui/handle/123456789/125</id>
<updated>2022-03-22T09:47:33Z</updated>
<published>2018-12-01T00:00:00Z</published>
<summary type="text">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
</summary>
<dc:date>2018-12-01T00:00:00Z</dc:date>
</entry>
</feed>
