A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Elastic Consolidation around a Deep Circular Tunnel
A method of analysis is presented for the consolidation of a linear elastic soil due to the cutting of a long and deep circular tunnel. Solutions were obtained for the time dependent displacements and stress changes occurring in the soil surrounding the tunnel opening.
Elastic Consolidation around a Deep Circular Tunnel
A method of analysis is presented for the consolidation of a linear elastic soil due to the cutting of a long and deep circular tunnel. Solutions were obtained for the time dependent displacements and stress changes occurring in the soil surrounding the tunnel opening.
Elastic Consolidation around a Deep Circular Tunnel
J. P. Carter (author) / J. R. Booker (author)
1981
42 pages
Report
No indication
English
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