During construction of a 2.16 m diameter tunnel in a soft to firm clay deposit in Thunder Bay, Ontario, an initial array of instrumentation to provide data indicating overall performance and a second array to provide detailed spatial deformation and pore-water pressure distribution were installed. The tunnel lining consisted of unbolted rings composed of four trapezoidal, unreinforced concrete sections assembled within the tailpiece of the tunnel boring machine. This paper presents and discusses detailed observations of soil deformation, pore-water pressure changes, and total pressure on the lining obtained from the second array of instrumentation. The soil stratigraphy was similar to that at the first array and the data obtained are compar...
The underground excavation in the weak rock mass is challenging as many stability problems may be en...
During the boring of a tunnel in soft soils with a slurry TBM, support pressure is used to achieve e...
Nearly all tunnels bored in soft soils have encountered problems with the stability of the tunnel fa...
A tunnel has been constructed in Thunder Bay, Canada, by use of a tunnel boring machine and an unbol...
Any underground construction causes changes to the stress state in the ground and this change genera...
A consistent, systematic approach for predicting settlements above tunnels in soft clay is presented...
Tunnels used for transportation in urban environments are often constructed in pairs. Projects in wh...
A tunnelling procedure using a full-face tunnel boring machine together with a precast segmented con...
This dissertation describes a study of the interaction between closely spaced tunnels during shield ...
Experience has shown that ground movement invariably occurs above tunnels constructed in soft soils....
The paper illustrates the application of practical methods for analyzing tunnel convergence and defo...
The old Belchen tunnel tubes in the Swiss Jura Mountains were excavated with drill-and-blast in swel...
Thesis: Ph. D., Massachusetts Institute of Technology, Department of Civil and Environmental Enginee...
The excess pore pressure in front of a TBM is described for a slurry shield as well as an earth pres...
Based on the Zaosheng No. 3 tunnel of the Yinchuan-Xi’an high-speed railway, the surrounding rock pr...
The underground excavation in the weak rock mass is challenging as many stability problems may be en...
During the boring of a tunnel in soft soils with a slurry TBM, support pressure is used to achieve e...
Nearly all tunnels bored in soft soils have encountered problems with the stability of the tunnel fa...
A tunnel has been constructed in Thunder Bay, Canada, by use of a tunnel boring machine and an unbol...
Any underground construction causes changes to the stress state in the ground and this change genera...
A consistent, systematic approach for predicting settlements above tunnels in soft clay is presented...
Tunnels used for transportation in urban environments are often constructed in pairs. Projects in wh...
A tunnelling procedure using a full-face tunnel boring machine together with a precast segmented con...
This dissertation describes a study of the interaction between closely spaced tunnels during shield ...
Experience has shown that ground movement invariably occurs above tunnels constructed in soft soils....
The paper illustrates the application of practical methods for analyzing tunnel convergence and defo...
The old Belchen tunnel tubes in the Swiss Jura Mountains were excavated with drill-and-blast in swel...
Thesis: Ph. D., Massachusetts Institute of Technology, Department of Civil and Environmental Enginee...
The excess pore pressure in front of a TBM is described for a slurry shield as well as an earth pres...
Based on the Zaosheng No. 3 tunnel of the Yinchuan-Xi’an high-speed railway, the surrounding rock pr...
The underground excavation in the weak rock mass is challenging as many stability problems may be en...
During the boring of a tunnel in soft soils with a slurry TBM, support pressure is used to achieve e...
Nearly all tunnels bored in soft soils have encountered problems with the stability of the tunnel fa...