Identification of the actual excess excavation ratio (Stakhanovskaya street – Nizhegorodskaya street site)
Introduction. Redundant strain arises in buildings and structures in areas of construction work influence caused by the deep bore tunneling performed by tunnel boring machines. The strain analysis must include an excess excavation ratio that depends on the structural features of the shield, the tech...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Moscow State University of Civil Engineering (MGSU)
2020-12-01
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| Series: | Vestnik MGSU |
| Subjects: | |
| Online Access: | https://doi.org/10.22227/1997-0935.2020.12.1644-1653 |