Simulation of a New Construction Method in a Shallow-Buried Weak Tunnel
Publication: Recent Advancement in Soil Behavior, in Situ Test Methods, Pile Foundations, and Tunneling: Selected Papers from the 2009 GeoHunan International Conference
Abstract
The double down-side drifts construction method was put forward in a shallow-buried weak tunnel. Its construction behavior was studied by numerical simulation using MIDAS. Results show: (1) this method can improve tunnel load, the key construction step is arch ring excavation and core soil is good to tunnel steady; (2) weak parts mainly locate wall foot and crown foot of drifts, crown foot of tunnel and the connections; (3) reinforcement of soil under the drifts has no apparent effect on improving rock deformation and support load. From an economical and safety point of view, main parts to be reinforced are drifts (its foot depth, connection parts with tunnel, and its corners); core soil should be kept if rock is unsteady and needs reinforcing.
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Copyright
© 2009 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
ASCE Technical Topics:
- Construction engineering
- Construction methods
- Continuum mechanics
- Deformation (mechanics)
- Design (by type)
- Drift (structural)
- Engineering fundamentals
- Engineering mechanics
- Foundations
- Geomechanics
- Geotechnical engineering
- Load factors
- Models (by type)
- Numerical models
- Shallow foundations
- Soil deformation
- Soil dynamics
- Soil mechanics
- Soil stabilization
- Solid mechanics
- Structural behavior
- Structural design
- Structural engineering
- Structural mechanics
- Tunnels
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