Prediction and interpretation of ground movements due to tunneling in stiff clay and impacts on adjacent structures
Thesis: Ph. D., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2015. === Cataloged from PDF version of thesis. === Includes bibliographical references (pages 319-328). === Construction of large diameter tunnels is frequently accomplished by closed face tunn...
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| Format: | Others |
| Language: | English |
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Massachusetts Institute of Technology
2015
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| Online Access: | http://hdl.handle.net/1721.1/99610 |