期刊论文详细信息
| Gradevinar | |
| Ground settlement induced by tunnel boring in stiff clay | |
| 关键词: 3D model; tunnel; settlements; stiff clay; | |
| DOI : 10.14256/JCE.1044.2014 | |
| 学科分类：建筑学 | |
| 来源: Hrvatsko Drustvo Gradevinskih Inzenjera | |
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【 摘 要 】
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 deformation
【 授权许可】
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【 预 览 】
| Files | Size | Format | View |
|---|---|---|---|
| RO201909028050373ZK.pdf | 488KB |  download |
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