Ground settlement induced by tunnel boring in stiff clay
Tunnel construction in water saturated soil causes changes in stress and strain of soil, which is primarily dependant on mechanical properties of soil in the tunnel construction zone. The paper presents a prediction of short-term and long-term deformations of soil, with a particular emphasis on grou...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Croatian Association of Civil Engineers
2014-07-01
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| Series: | Građevinar |
| Online Access: | https://doi.org/10.14256/JCE.1044.2014 |