<?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="20421">
 <titleInfo>
  <title>Deep Excavations in Singapore Marine Clay</title>
 </titleInfo>
 <name type="Personal Name" authority="">
  <namePart>Shirlaw, J.N.</namePart>
  <role>
   <roleTerm type="text">Primary Author</roleTerm>
  </role>
 </name>
 <name type="Personal Name" authority="">
  <namePart>Tan, T.S.</namePart>
  <role>
   <roleTerm type="text">Additional Author</roleTerm>
  </role>
 </name>
 <name type="Personal Name" authority="">
  <namePart>Wong, K.S.</namePart>
  <role>
   <roleTerm type="text">Additional Author</roleTerm>
  </role>
 </name>
 <typeOfResource manuscript="no" collection="yes">mixed material</typeOfResource>
 <genre authority="marcgt">bibliography</genre>
 <originInfo>
  <place>
   <placeTerm type="text">London</placeTerm>
  </place>
  <publisher>Taylor &amp; Francis Group,</publisher>
  <dateIssued>2006</dateIssued>
 </originInfo>
 <language>
  <languageTerm type="code">en</languageTerm>
  <languageTerm type="text">English</languageTerm>
 </language>
 <physicalDescription>
  <form authority="gmd">Text</form>
  <extent>13-31p.</extent>
 </physicalDescription>
 <relatedItem type="series">
  <titleInfo/>
  <title>Proceeding Geotechnical Aspects of Underground Construction in Soft Ground</title>
 </relatedItem>
 <note>Significant areas of the financial and commercial districts of Singapore have been contructed over deep deposits of near normally consolidated marine clay. Numerous deep excavations have been required for urban development and the supporting infrastructure. The design of these excavations needed to consider basal stability and (for walls taken to hard strata) net active forces below excavation level. A number of innovative solutions to these problems have been applied. Solutions have included the use of underwater excavation, lime iles, deep soil mixing and the formation of buried slabs using jet grouting. Generally, these have been successful. However, there have been a number of major excavation failures over the last 10 years. Examples of successful exvcavationsarecontrasted with some of the failures, and the causesdicussed.&#13;
LOKASI:&#13;
Ruang Koleksi Umum&#13;
Rak: 2</note>
 <note type="statement of responsibility"></note>
 <subject authority="">
  <topic>CLAY</topic>
 </subject>
 <classification>624.121 (063)</classification>
 <identifier type="isbn">0415391245</identifier>
 <location>
  <physicalLocation>Perpustakaan Direktorat Bina Teknik Jalan dan Jembatan Direktorat Jenderal Bina Marga - Kementerian Pekerjaan Umum (NPP: 3273244A00000001)</physicalLocation>
  <shelfLocator>624.121 (063)</shelfLocator>
 </location>
 <recordInfo>
  <recordIdentifier>20421</recordIdentifier>
  <recordCreationDate encoding="w3cdtf">2016-04-28 15:37:56</recordCreationDate>
  <recordChangeDate encoding="w3cdtf">2021-04-27 11:40:38</recordChangeDate>
  <recordOrigin>machine generated</recordOrigin>
 </recordInfo>
</mods>
</modsCollection>