Soil-foundation interaction model for the assessment of tunnelling-induced damage to masonry buildings

Author:

Burd H.J.,Yiu W.N.,Acikgoz S.,Martin C.M.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference29 articles.

1. Cracked Equivalent Beam Models for Assessing Tunneling-Induced Damage in Masonry Buildings;Acikgoz;J. Geotech. Geoenviron. Eng.,2021

2. Twin tunnel interaction: surface and subsurface effects;Addenbrooke;Int. J. Geomech.,2001

3. Analytical model to predict building deflections induced by ground movements;Basmaji;Eur. J. Environ. Civil Eng.,2019

4. PISA design model for monopiles for offshore wind turbines: application to a marine sand;Burd;Geotechnique,2020

5. Burland J.B. (2001). Assessment methods used in design. In Building response to tunnelling: case studies from construction of the Jubilee Line Extension, London, volume 1: the project (eds J. B. Burland, J. R. Standing and F. M. Jardine), 23–43.

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