Discussion: Effect of soil models on the prediction of tunnelling-induced deformations of structures

Author:

Giardina Giorgia1,Losacco Nunzio2,DeJong Matthew J.3,Viggiani Giulia M. B.4,Mair Robert J.5,Shirlaw J. Nick6,Boone Storer J.7

Affiliation:

1. Associate Professor, Department of Geoscience and Engineering, Delft University of Technology, the Netherlands (corresponding author: )

2. Assistant Professor, DICATECH, Polytechnic University of Bari, Italy

3. Associate Professor, Department of Civil and Environmental Engineering, University of California, Berkeley, USA

4. Professor, Department of Engineering, University of Cambridge, Cambridge, UK

5. FRS Emeritus Professor, Department of Engineering, University of Cambridge, Cambridge, UK

6. Senior Consultant, Golder Associates (HK) Ltd WSP-Golder, 7/F, One Kowloon, 1, Wang Yuen Street, Kowloon Bay, Kowloon, Hong Kong SAR, People's Republic of China.

7. President, Ground Rules Engineering Inc., 1746 Hamilton Road, London, ON N6M 1G4 Canada

Publisher

Thomas Telford Ltd.

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference20 articles.

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

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

3. On the face support of microtunnelling TBMs

4. CEDD (Civil Engineering and Development Department) (2014) Ground Control for EPB TBM Tunnelling. Civil Engineering and Development Department, The Government of the Hong Kong Special Administrative Region, Hong Kong, Hong Kong SAR, GEO Report No. 298.

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Editorial;Proceedings of the Institution of Civil Engineers - Geotechnical Engineering;2023-02

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