<?xml version="1.0" encoding="UTF-8" ?>
<modsCollection xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns="http://www.loc.gov/mods/v3" xmlns:slims="http://slims.web.id" xsi:schemaLocation="http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-3.xsd">
<mods version="3.3" id="19839">
 <titleInfo>
  <title>Injection Stabilization of Expansive Clays Using a Hydrogen Ion Exchange Chemical</title>
 </titleInfo>
 <name type="Personal Name" authority="">
  <namePart>Sarkar, S.</namePart>
  <role>
   <roleTerm type="text">Primary Author</roleTerm>
  </role>
 </name>
 <typeOfResource manuscript="no" collection="yes">mixed material</typeOfResource>
 <genre authority="marcgt">bibliography</genre>
 <originInfo>
  <place>
   <placeTerm type="text"></placeTerm>
  </place>
  <publisher>ASCE</publisher>
  <dateIssued>2000</dateIssued>
 </originInfo>
 <language>
  <languageTerm type="code">id</languageTerm>
  <languageTerm type="text">Indonesia</languageTerm>
 </language>
 <physicalDescription>
  <form authority="gmd">Computer Software</form>
  <extent>pp. 487 - 516</extent>
 </physicalDescription>
 <relatedItem type="series">
  <titleInfo/>
  <title>Advances In Unsaturated Geotechnics . Asce Number 99</title>
 </relatedItem>
 <note>&lt;br /&gt;Soil samples treated in the field (Crowley, Texas) with a hydrogen ion exchange chemical (HIExC) solution over two years ago, were analyzed in the laboratory using different techniques, such as X-ray diffraction, zeta potential, transmission electron microscopy/ energy dispersive X-ray analysis and environmental SEM to better understand the mechanism of soil stabilization by the HIExC solution. A limited number of engineering properties such as swell-shrink, strength, and permeability were also tested. Untreated soil samples from the same location were included as a &quot;control,&quot; to help delineate the intricate changes in the soil structure and engineering properties that occur as a result of the amendment with HIExC solution. The principal conclusion of this study is that a change in the shrink-swell behavior of smectite in soils treated with HIExC occurs, which is distinctly beneficial from the standpoint of its stabilization&#13;
&#13;
&#13;
</note>
 <subject authority="">
  <topic>EXPANSIVE SOILS</topic>
 </subject>
 <classification>624.13(063)</classification>
 <identifier type="isbn"></identifier>
 <location>
  <physicalLocation>Perpustakaan Direktorat Bina Teknik Jalan dan Jembatan Direktorat Jenderal Bina Marga - Kementerian Pekerjaan Umum (NPP: 3273244A00000001)</physicalLocation>
  <shelfLocator>624.13(063) Sar i</shelfLocator>
  <holdingSimple>
   <copyInformation>
    <numerationAndChronology type="1">0000020572</numerationAndChronology>
    <sublocation>My Library</sublocation>
    <shelfLocator>624.13(063) Sar i</shelfLocator>
   </copyInformation>
  </holdingSimple>
 </location>
 <recordInfo>
  <recordIdentifier>19839</recordIdentifier>
  <recordCreationDate encoding="w3cdtf"></recordCreationDate>
  <recordChangeDate encoding="w3cdtf"></recordChangeDate>
  <recordOrigin>machine generated</recordOrigin>
 </recordInfo>
</mods>
</modsCollection>