<?xml version="1.0" encoding="UTF-8"?>
<mods xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns="http://www.loc.gov/mods/v3" version="3.1" xsi:schemaLocation="http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-1.xsd">
  <titleInfo>
    <title>Shield behavior in multi-layer ground</title>
  </titleInfo>
  <name type="personal">
    <namePart>Parameswaran, Y.</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Sugimoto, M.</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Nopodol Phein-wej</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Bergado, Dennes T.</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>The Government of Norway</namePart>
    <role>
      <roleTerm type="text">Scholarship Donor</roleTerm>
    </role>
  </name>
  <typeOfResource>text</typeOfResource>
  <originInfo>
    <place>
      <placeTerm type="code" authority="marccountry">th</placeTerm>
    </place>
    <place>
      <placeTerm type="text">Bangkok</placeTerm>
    </place>
    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>1996</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <form authority="marcform">print</form>
    <extent>108 leaves</extent>
  </physicalDescription>
  <abstract>This research study is confined with developing a three dimensional Simulator of a  cylindrical shield in multi-layered ground based on analytical formulation taking account of  self weight, buoyancy, jack force, ea1th pressure distribution on cutter face which is function  of velocity of shield and rotational speed of cutter face, and the earth pressure distribution on  skin plate which is function of displacement of soil. By considering the equilibrium conditions  of all these forces and moments, the displacement, rotation of shield and the mobilized  coefficient of friction is determined. The Modified Marquart method of optimization is used  for solving the non-linear equations.  To determine the actual stress distribution on cutter face and skin plate , it is divided  into a number of small elements. The required number of elements and the time interval  between two successive steps is investigated from the excavated area. At each steps, the layer  number corresponding to each calculation point is determined by position vector of each point.  From this research, it has been found that shield is behave as unsteady state when it is  in multi-layered ground and it becomes to steady state when the whole pait of shield goes into  the single layer. To investigate the influence of various parameter, the sensitivity analysis is  carried out by fixing all input parameters except only one parameter as variable. The over all  scheme of analysis is done by developing a computer program coded in FORTRAN 77. </abstract>
  <note>A thesis submitted in partial fulfillment of the requirement for the degree of Master of  Engineering, School of Civil Engineering</note>
  <note>Thesis (M. Eng.) - Asian Institute of Technology, 1996</note>
  <subject authority="lcsh">
    <topic>Shields (Geology)</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. GE-95-01</title>
    </titleInfo>
    <name type="corporate">
      <namePart>Asian Institute of Technology.</namePart>
      <namePart/>
    </name>
  </relatedItem>
  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B15050</identifier>
  <location>
    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B15050</url>
  </location>
  <recordInfo>
    <recordCreationDate encoding="marc">      </recordCreationDate>
    <recordChangeDate encoding="iso8601">20260818213919.0</recordChangeDate>
  </recordInfo>
</mods>
