Thesis
Numerical modelling of damage to masonry buildings due to tunnelling
- Abstract:
-
Accurate assessment of the damage to buildings due to tunnelling in soft ground becomes an important issue when a tunnel is constructed under historic masonry buildings in urban areas. The current two-stage approach in which settlement estimated from a Gaussian curve are applied to a building does not consider soil-structure interaction and fails to give a correct prediction of the damage. This thesis describes a complete three-dimensional finite element model for assessment of the settlement...
Expand abstract
Actions
Authors
Contributors
+ Houlsby, G
Division:
MPLS
Department:
Engineering Science
Sub department:
Civil Engineering
Role:
Supervisor
Funding
Bibliographic Details
- Publication date:
- 1997
- Type of award:
- DPhil
- Level of award:
- Doctoral
- Awarding institution:
- University of Oxford
Item Description
- Language:
- English
- Keywords:
- Subjects:
- UUID:
-
uuid:6636bcc4-ecf9-4966-9f5b-ed7aa3e9674c
- Local pid:
- ora:1492
- Deposit date:
- 2008-03-14
Related Items
Terms of use
- Copyright holder:
- G. Liu
- Copyright date:
- 1997
If you are the owner of this record, you can report an update to it here: Report update to this record