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   <dim:field mdschema="dc" element="contributor" qualifier="advisor" lang="en_US">Robert V. Whitman.</dim:field>
   <dim:field mdschema="dc" element="contributor" qualifier="author" lang="en_US">Richardson, Archie Merrill</dim:field>
   <dim:field mdschema="dc" element="contributor" qualifier="department">Massachusetts Institute of Technology. Department of Civil and Environmental Engineering</dim:field>
   <dim:field mdschema="dc" element="date" qualifier="accessioned">2012-09-13T18:50:42Z</dim:field>
   <dim:field mdschema="dc" element="date" qualifier="available">2012-09-13T18:50:42Z</dim:field>
   <dim:field mdschema="dc" element="date" qualifier="issued" lang="en_US">1963</dim:field>
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   <dim:field mdschema="dc" element="description" lang="en_US">Thesis (Sc. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1963.</dim:field>
   <dim:field mdschema="dc" element="description" lang="en_US">MICROFICHE COPY AVAILABLE IN ENGINEERING.</dim:field>
   <dim:field mdschema="dc" element="description" lang="en_US">Includes bibliographical references (leaves 114-115).</dim:field>
   <dim:field mdschema="dc" element="description" qualifier="statementofresponsibility" lang="en_US">by Archie Merrill Richardson, Jr.</dim:field>
   <dim:field mdschema="dc" element="description" qualifier="degree" lang="en_US">Sc.D.</dim:field>
   <dim:field mdschema="dc" element="format" qualifier="extent" lang="en_US">1 v. in various pagings</dim:field>
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   <dim:field mdschema="dc" element="publisher" lang="en_US">Massachusetts Institute of Technology</dim:field>
   <dim:field mdschema="dc" element="rights" lang="en_US">M.I.T. theses are protected by 
copyright. They may be viewed from this source for any purpose, but 
reproduction or distribution in any format is prohibited without written 
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   <dim:field mdschema="dc" element="subject" lang="en_US">Civil and Environmental Engineering</dim:field>
   <dim:field mdschema="dc" element="title" lang="en_US">The relationship of the effective stress-strain behavior of a saturated clay to the rate of strain</dim:field>
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   	&lt;Title>The relationship of the effective stress-strain behavior of a saturated clay to the rate of strain&lt;/Title>
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    &lt;Keyword>Civil and Environmental Engineering&lt;/Keyword>
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