<?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="20268">
 <titleInfo>
  <title>SQUEEZING POTENTIAL EVALUATION OF TUNNEL IN TROPICAL AREA (C2017.pdf)</title>
 </titleInfo>
 <name type="Personal Name" authority="">
  <namePart>Ghiasi, Vahed</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>World Scientific</publisher>
  <dateIssued>2011</dateIssued>
 </originInfo>
 <language>
  <languageTerm type="code">id</languageTerm>
  <languageTerm type="text">Indonesia</languageTerm>
 </language>
 <physicalDescription>
  <form authority="gmd">Computer Software</form>
  <extent>pp. 397-402</extent>
 </physicalDescription>
 <relatedItem type="series">
  <titleInfo/>
  <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>
 </relatedItem>
 <note>The purpose of current study is to determine methods employed to classifying and quantifying of&#13;
potential squeezing in tunnel. Along with the empirical and semi-empirical approaches presently&#13;
available in order to anticipate the potential of squeezing tunnel problems moreover squeezing&#13;
potential evaluation of padang renas tunnel which is located in tropical area (Malaysia) are presented.&#13;
Squeezing cause to deformed the tunnels cross section and wastes a lot of human and natural source in&#13;
all of the word every year. The results show that some part of case-study tunnel has potential of&#13;
squeezing. The implications of the anticipated ground conditions and squeezing on machine and&#13;
ground support selection as well as the field observation of the actual conditions are discussed in this&#13;
paper. Designing tunnels and subway stations are usually based on underground investigations. More broadly, the paper includes implications for the development of  tunnels and underground designing  also designers need to determine standards and codes for squeezing phenomenon</note>
 <subject authority="">
  <topic>TUNNELS</topic>
 </subject>
 <classification>624.13</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></shelfLocator>
  <holdingSimple>
   <copyInformation>
    <numerationAndChronology type="1">0000020962</numerationAndChronology>
    <sublocation>My Library</sublocation>
    <shelfLocator></shelfLocator>
   </copyInformation>
  </holdingSimple>
 </location>
 <recordInfo>
  <recordIdentifier>20268</recordIdentifier>
  <recordCreationDate encoding="w3cdtf"></recordCreationDate>
  <recordChangeDate encoding="w3cdtf"></recordChangeDate>
  <recordOrigin>machine generated</recordOrigin>
 </recordInfo>
</mods>
</modsCollection>