<?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>
    <nonSort>A </nonSort>
    <title>study of modulus based quality control testing for highway compaction practice</title>
  </titleInfo>
  <name type="personal">
    <namePart>Walaliyadde, Rahasin Mudiyanselage M.A.</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Auckpath Sawangsuriya</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Kunnawee Kanitpong</namePart>
    <role>
      <roleTerm type="text">Examination committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Surachet Pravinvongvuth</namePart>
    <role>
      <roleTerm type="text">Examination committee</roleTerm>
    </role>
  </name>
  <typeOfResource>text</typeOfResource>
  <genre authority="marc">series</genre>
  <genre authority="marc">technical report</genre>
  <originInfo>
    <place>
      <placeTerm type="code" authority="marccountry">th</placeTerm>
    </place>
    <place>
      <placeTerm type="text">Pathum Thani</placeTerm>
    </place>
    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>2017</dateIssued>
    <issuance>continuing</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <extent>38 leaves. : ill. + 1 online resource</extent>
  </physicalDescription>
  <abstract>This paper presents and compares the results from a series of in situ modulus-based compaction control tests that were conducted during construction of a part of highway construction project in Thailand. Three alternative modulus-based devices were used. The lightweight deectometer (LWD), the dynamic cone penetrometer (DCP), and the soil stiness gauge (SSG) were conducted in companion with the moisture-density tests. This was done to find the effects of the moisture content and dry density on the modulus of the soil. The measured modulus value correlated poorly to the soil density gauge dry density and moisture content from both SDG and laboratory.</abstract>
  <note>A capstone project report submitted in partial fulfillment of the requirements for the degree of Bachelor of Science in Engineering Civil and Infrastructure Engineering, School of Engineering and Technology</note>
  <note>Capstone Project (B.Sc.)-Asian Institute of Technology, 2017</note>
  <subject authority="lcsh">
    <topic>Soils</topic>
    <topic>Testing</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Soil mechanics</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Caps. Proj. ; no. CIE-17-53</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=B14138</identifier>
  <location>
    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B14138</url>
  </location>
  <recordInfo>
    <recordCreationDate encoding="marc">191209</recordCreationDate>
    <recordChangeDate encoding="iso8601">20260818223056.0</recordChangeDate>
  </recordInfo>
</mods>
