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  <title>DSpace Collection:</title>
  <link rel="alternate" href="http://13.232.72.61:8080/jspui/handle/123456789/428" />
  <subtitle />
  <id>http://13.232.72.61:8080/jspui/handle/123456789/428</id>
  <updated>2026-01-09T13:03:49Z</updated>
  <dc:date>2026-01-09T13:03:49Z</dc:date>
  <entry>
    <title>ENVIRONMENTAL AND SOCIO – ECONOMICAL IMPACTS DUE TO MINE CLOSURE</title>
    <link rel="alternate" href="http://13.232.72.61:8080/jspui/handle/123456789/3372" />
    <author>
      <name>Anand, Manjunath., Paul, Partha Sarathi.</name>
    </author>
    <author>
      <name>Paul, Biswajith</name>
    </author>
    <id>http://13.232.72.61:8080/jspui/handle/123456789/3372</id>
    <updated>2020-02-29T16:02:29Z</updated>
    <published>2016-08-01T00:00:00Z</published>
    <summary type="text">Title: ENVIRONMENTAL AND SOCIO – ECONOMICAL IMPACTS DUE TO MINE CLOSURE
Authors: Anand, Manjunath., Paul, Partha Sarathi.; Paul, Biswajith
Abstract: Mining activities stimulate environmental and socioeconomic impacts on the local and mining communities right from its commencement and continues throughout the life cycle of the mine. The communities in the neighbourhood of mining gradually adopt a typical life-style that is highly influenced by the mining. The impacts exaggerate once the mining activities ceases. Mine closures can result in major adverse socio-economic impacts on local and mining communities, in turn affecting their overall quality of life. Thus, it is essential to predict the socio economic impacts of mine closure on local and mining communities. This paper makes an attempt to develop a conceptual model for post closure quality of life to assess the socio-economic impacts of mine closure on local and mining communities.</summary>
    <dc:date>2016-08-01T00:00:00Z</dc:date>
  </entry>
  <entry>
    <title>Prediction of Coal Bump With Respect To Local Mine Stiffness and Post-Failure Stiffness using Numerical Modelling</title>
    <link rel="alternate" href="http://13.232.72.61:8080/jspui/handle/123456789/2225" />
    <author>
      <name>Raja, S.</name>
    </author>
    <author>
      <name>Mandal, Prabhat Kumar</name>
    </author>
    <author>
      <name>Paul, P. S.</name>
    </author>
    <author>
      <name>Das, Arka Jyoti</name>
    </author>
    <id>http://13.232.72.61:8080/jspui/handle/123456789/2225</id>
    <updated>2019-05-17T10:15:44Z</updated>
    <published>2018-06-01T00:00:00Z</published>
    <summary type="text">Title: Prediction of Coal Bump With Respect To Local Mine Stiffness and Post-Failure Stiffness using Numerical Modelling
Authors: Raja, S.; Mandal, Prabhat Kumar; Paul, P. S.; Das, Arka Jyoti
Abstract: In India, coal deposits under the shallow depth of cover&#xD;
amenable by opencast and underground mining are fast&#xD;
exhausting and the focus is being shifted towards the deepseated&#xD;
coal deposits. But, due to the complex geo-mining&#xD;
conditions, techno-economic indices and non-availability of&#xD;
suitable technological solutions, the mining industry is&#xD;
facing tremendous difficulties to exploit the deep-seated coal&#xD;
deposits. Deep-seated coal deposits require immediate&#xD;
attention for its successful exploitation. Underground&#xD;
exploitation of the deep-seated deposits faces a number of&#xD;
geotechnical problems like coal bumps, pillar squeezes,&#xD;
sudden collapse, floor heaving etc. Coal bump is the most&#xD;
difficult, hazardous, long-standing engineering problem&#xD;
associated with the underground coal mining nearly from&#xD;
past three centuries. Coal bump induces the catastrophic&#xD;
failure of mine structures resulting in loss of life and damage&#xD;
to the machinery. If anyone could identify the burstproneness&#xD;
before the commencement of the mining&#xD;
operation, a suitable method of mining can be suggested for&#xD;
efficient extraction of coal and can avoid the major strata&#xD;
control problems. In this paper, a brief review of causes,&#xD;
occurrence and prediction of coal bumps has been&#xD;
described. A case study mine has also been considered for&#xD;
prediction of coal bump using numerical modelling.</summary>
    <dc:date>2018-06-01T00:00:00Z</dc:date>
  </entry>
  <entry>
    <title>Low Cost Deflouridation of Water Using Brick Pieces.</title>
    <link rel="alternate" href="http://13.232.72.61:8080/jspui/handle/123456789/458" />
    <author>
      <name>Manjunath, S.</name>
    </author>
    <author>
      <name>Santhosh, R.</name>
    </author>
    <author>
      <name>Raja, S.</name>
    </author>
    <author>
      <name>Jemishkumar, V. Modi</name>
    </author>
    <id>http://13.232.72.61:8080/jspui/handle/123456789/458</id>
    <updated>2018-10-12T07:05:51Z</updated>
    <published>2014-06-01T00:00:00Z</published>
    <summary type="text">Title: Low Cost Deflouridation of Water Using Brick Pieces.
Authors: Manjunath, S.; Santhosh, R.; Raja, S.; Jemishkumar, V. Modi
Abstract: Excess fluoride in water causes health&#xD;
hazards to the natural environment. The removal of fluoride&#xD;
was attempted using natural brick pieces of two sizes 6.3-&#xD;
4.75 mm and 16-12 mm. Each material was set up in a PVC&#xD;
column and defluoridation capacities of these materials&#xD;
were studied with respect to initial concentration of fluoride&#xD;
and time. Concentration of fluoride in water is estimated for&#xD;
corresponding contact time using kinetic up flow equations.&#xD;
The study reveals that the estimated concentrations&#xD;
satisfactorily fit the measured concentrations and bricks of&#xD;
size 6.3 - 4.75 mm have good fluoride removal capacity of&#xD;
90.33% for an initial concentration of 3mg/l, 61.85% for&#xD;
removing fluoride of 7mg/l and a brick of size 16-12 mm&#xD;
has an efficiency of 79.33% and 48.25 % respectively.</summary>
    <dc:date>2014-06-01T00:00:00Z</dc:date>
  </entry>
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