Chapter
Jul 21, 2016
Tunneling beneath Existing Buildings Supported on Shallow Foundations
Authors: C. F. Leung [email protected], J. Yu, Y. K. Chow, Y. S. Ng [email protected], H. T. Tan, and C. J. HuaAuthor Affiliations
Publication: Geo-China 2016
Abstract
The traditional modification factor approach employed to evaluate the building movements due to tunneling is for plane-strain situation. Such approach could not cater for the effect of building dimension along the tunnel axis. In the present study, three-dimensional finite element analyses were conducted to determine the movements of buildings with various plan dimensions and locations induced by tunneling. A new modification factor is proposed to cater for the true three-dimensional nature of the problem. A relationship between the new modification factor and building bending stiffness is proposed to determine the relative movement between the shallow foundation and Greenfield ground settlement due to tunneling.
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© 2016 American Society of Civil Engineers.
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Published online: Jul 21, 2016
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ASCE Technical Topics:
- Analysis (by type)
- Buildings
- Engineering fundamentals
- Existing buildings
- Finite element method
- Foundation settlement
- Foundations
- Geohazards
- Geotechnical engineering
- Land subsidence
- Methodology (by type)
- Numerical methods
- Shallow foundations
- Structural engineering
- Structures (by type)
- Three-dimensional analysis
- Tunneling
- Tunnels
Authors
Affiliations
Centre for Soft Ground Engineering, National Univ. of Singapore, Singapore 117676. E-mail: [email protected]
J. Yu
Centre for Soft Ground Engineering, National Univ. of Singapore, Singapore 117676.
Y. K. Chow
Centre for Soft Ground Engineering, National Univ. of Singapore, Singapore 117676.
Building & Infrastructure Group, Housing and Development Board, Singapore 310480. E-mail: [email protected]
H. T. Tan
Building & Infrastructure Group, Housing and Development Board, Singapore 310480.
C. J. Hua
Building & Infrastructure Group, Housing and Development Board, Singapore 310480.
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