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Volumn 32, Issue 4, 1999, Pages 30-33
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The prediction of volume loss due to tunnelling in overconsolidated clay based on heading geometry and stability number
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NONE
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Author keywords
[No Author keywords available]
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Indexed keywords
COMPUTATIONAL GEOMETRY;
CONSOLIDATION;
SHEAR STRENGTH;
TUNNELING (EXCAVATION);
OVERCONSOLIDATED CLAY;
CLAY;
CLAY;
GEOMETRY;
OVERCONSOLIDATION;
TUNNELING;
VOLUME CHANGE;
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EID: 0032967361
PISSN: 00174653
EISSN: None
Source Type: Trade Journal
DOI: None Document Type: Article |
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Times cited : (58)
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References (37)
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