Tunneling-Induced Deformation of Bare Frame Structures on Sand: Numerical Study of Building Deformations

Author:

Boldini D.1ORCID,Losacco N.2,Franza A.3,DeJong M. J.4ORCID,Xu J.5ORCID,Marshall A. M.6ORCID

Affiliation:

1. Associate Professor, Dept. of Chemical Engineering Materials Environment, Sapienza Univ. of Rome, Rome 00153, Italy (corresponding author). ORCID: .

2. Research Fellow, Dept. of Civil, Environmental, Land, Building Engineering and Chemistry, Polytechnic Univ. of Bari, Bari 70125, Italy.

3. Research Fellow, Dept. of Civil and Architectural Engineering, Aarhus Univ., Aarhus 8000, Denmark.

4. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720-1710. ORCID:

5. Assistant Professor, Institute of Geotechnical Engineering, School of Transportation, Southeast Univ., Nanjing 211189, China; formerly, Dept. of Civil Engineering, Univ. of Nottingham, Nottingham, UK. ORCID:

6. Associate Professor, Dept. of Civil Engineering, Univ. of Nottingham, Nottingham NG7 2RD, UK. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference44 articles.

1. Tunnelling-induced deformation and damage on historical masonry structures

2. Finite Element modelling of tunnelling-induced displacements on framed structures

3. Ground-Movement-Related Building Damage

4. Building Response to Excavation‐Induced Settlement

5. Burland J. B. B. B. Broms and V. F. B. De Mello. 1977. “Behaviour of foundations and structures.” In Vol. 2 of Proc. 9th Int. Conf. on Soil Mechanics and Foundation Engineering 495–546. Tokyo: Japanese Geotechnical Society.

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