Soil-foundation interaction model for the assessment of tunnelling-induced damage to masonry buildings
Shallow tunnel construction inevitably causes local ground movements to occur. In an urban environment, these ground movements may cause damage to existing buildings on the ground surface. This paper describes a new, simplified, one-dimensional (1D) soil-foundation interaction model for use in damag...
| Auteurs principaux: | , , , |
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| Format: | Journal article |
| Langue: | English |
| Publié: |
Elsevier
2021
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