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  <title>IN-SITU TRIAXIAL TEST METHOD FOR ROCK MASSES - APPARATUS DESCRIPTION AND TESTING PROCEDURE (C3006.pdf)</title>
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  <namePart>Taheri, A.</namePart>
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  <publisher>World Scientific Pub.</publisher>
  <dateIssued>2011</dateIssued>
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  <languageTerm type="text">Indonesia</languageTerm>
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  <form authority="gmd">Computer Software</form>
  <extent>pp. 475-480</extent>
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  <title>Geotechnical Engineering For Disaster Mitigation And Rehabilitation And Highway Engineering 2011 Geotechnical And Highway Engineering  - Practical Applications, Challenges And Opportunities (with Cd-r</title>
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 <note>Two types of in-situ triaxial testing apparatus to measure stress-strain relationship of rock mass (i.e.&#13;
large-scale apparatus and small-scale apparatus) are introduced. The large-scale apparatus comprises of&#13;
inner and outer cells to apply confining pressure to the specimen, axial loading system which is generally&#13;
installed in the ground surface, special instrumentation devices and data recording unit. The small-scale&#13;
apparatus consists of a triaxial cell to measure deformations of the specimen under confining pressures and&#13;
axial load and a separate axial loading system, which enables to apply axial load to the specimen in any&#13;
depths. Axial and radial deformations of the specimen can be measured inside the triaxial cell and&#13;
recorded with a data recording unit. For drilling the borehole, preparation of the specimen and performing&#13;
the in-situ triaxial test, a special procedure is introduced. Some typical results of proof tests were   presented. The results, which were similar to conventional laboratory triaxial tests, showed that the  proposed test method was successful to measure average stress-strain relationships of a rock mass.</note>
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  <topic>ROCK MASS</topic>
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 <classification>624.13</classification>
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  <physicalLocation>Perpustakaan Direktorat Bina Teknik Jalan dan Jembatan Direktorat Jenderal Bina Marga - Kementerian Pekerjaan Umum (NPP: 3273244A00000001)</physicalLocation>
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