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    <marc:controlfield tag="003">CaOODSP</marc:controlfield>
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      <marc:subfield code="a">M38-13/77-28E-PDF</marc:subfield>
      <marc:subfield code="z">M38-14/3-1977-4</marc:subfield>
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    <marc:datafield tag="245" ind1="1" ind2="0">
      <marc:subfield code="a">Pit slope manual. </marc:subfield>
      <marc:subfield code="n">Supplement 3-4, </marc:subfield>
      <marc:subfield code="p">Selected soil tests </marc:subfield>
      <marc:subfield code="h">[electronic resource].</marc:subfield>
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    <marc:datafield tag="260" ind1=" " ind2=" ">
      <marc:subfield code="a">Ottawa : </marc:subfield>
      <marc:subfield code="b">CANMET, Energy, Mines and Resources Canada, </marc:subfield>
      <marc:subfield code="c">c1977.</marc:subfield>
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      <marc:subfield code="a">CANMET report ; </marc:subfield>
      <marc:subfield code="v">77-28</marc:subfield>
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      <marc:subfield code="a">Cover title.</marc:subfield>
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      <marc:subfield code="a">"This supplement has been prepared as part of the Pit Slope Project of the Mining Research Laboratories, Canada Centre for Mineral and Energy Technology, Energy, Mines and Resources Canada."</marc:subfield>
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      <marc:subfield code="a">"Minerals Research Program, Mining Research Laboratories."</marc:subfield>
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      <marc:subfield code="a">"Gyenge, M. and Ladanyi, B."</marc:subfield>
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      <marc:subfield code="a">Digitized edition from print [produced by Natural Resources Canada].</marc:subfield>
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      <marc:subfield code="a">Includes bibliographical references.</marc:subfield>
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      <marc:subfield code="a">"This supplement describes soil testing methods relevant to open pit mining. For grain size analysis particles are sized by sieving and sedimentation. Consistency limits - shrinkage, plastic and liquid limits - are arbitrary measures of soil behaviour determined by standard soil mechanics procedures. Moisture density relationships when sample material is limited are determined using the Harvard miniature compaction apparatus. Triaxial tests with pore pressure measurement allow the effective stress parameters of soils to be determined; a triaxial cell with pressure monitoring instruments is used. The field vane shear test allows the undrained strength of saturated clay to be determined in situ"--Abstract.</marc:subfield>
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      <marc:subfield code="a">Slopes (Soil mechanics)</marc:subfield>
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      <marc:subfield code="a">Strip mining</marc:subfield>
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      <marc:subfield code="a">Gyenge, M.</marc:subfield>
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      <marc:subfield code="a">Ladanyi, B., </marc:subfield>
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      <marc:subfield code="a">Canada. </marc:subfield>
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      <marc:subfield code="a">Canada Centre for Mineral and Energy Technology.</marc:subfield>
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      <marc:subfield code="a">Minerals Research Program (Canada)</marc:subfield>
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      <marc:subfield code="a">Mining Research Laboratories (Canada)</marc:subfield>
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      <marc:subfield code="a">CANMET report ;</marc:subfield>
      <marc:subfield code="v">77-28.</marc:subfield>
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      <marc:subfield code="q">PDF</marc:subfield>
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      <marc:subfield code="u">https://publications.gc.ca/collections/collection_2019/rncan-nrcan/m38-13/M38-13-77-28-eng.pdf</marc:subfield>
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