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  <title>A LABORATORY STUDY ON THE EFFICACY OF GRANULATED BLAST FURNACE SLAG AS AN ADMIXTURE FOR IMPROVING THE STRENGTH CHARACTERISTICS OF THE KAKINADA MARINE CLAY (C3003.pdf)</title>
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  <namePart>Rao, D. Koteswara</namePart>
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  <publisher>World Scientific Pub.</publisher>
  <dateIssued>2011</dateIssued>
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  <languageTerm type="text">Indonesia</languageTerm>
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  <form authority="gmd">Computer Software</form>
  <extent>pp. 455-460</extent>
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  <title>Geotechnical Engineering For Disaster Mitigation And Rehabilitation And Highway Engineering 2011 Geotechnical And Highway Engineering â€” Practical Applications, Challenges And Opportunities (with Cd-</title>
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 <note>Since India is peninsular country, covered with water on three sides and there is large amount of area&#13;
coming under coastal region. The soils which exist in these coastal regions are Soft Marine Clays&#13;
formed by the deposits of generally weak and expansive in nature. These are problematic soils due to&#13;
their low strength, swelling and shrinkage characteristics and can be utilized only after stabilizing for&#13;
the construction pavements, foundations, canal lining and back fill material for earth retaining&#13;
structures etc. Many attempts were made in the past to improve their strength characteristics by&#13;
stabilizing with various industrial wastes. The present study is an attempt to utilize the granulated blast&#13;
furnace slag, which is a byproduct of steel plants, as an admixture to stabilize the marine clays. Tests&#13;
for compaction properties, C. B. R and swell tests has been conducted on the GBFS at an optimum  percentage with the marine clay to study the performance of GBFS in the pavement sub grade and in&#13;
foundation soil beds.</note>
 <subject authority="">
  <topic>SLAG</topic>
 </subject>
 <classification>624.13</classification>
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  <physicalLocation>Perpustakaan Direktorat Bina Teknik Jalan dan Jembatan Direktorat Jenderal Bina Marga - Kementerian Pekerjaan Umum (NPP: 3273244A00000001)</physicalLocation>
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