Study on the Mechanical Behavior of Double Primary Support of Soft Rock Tunnel under High Ground Stresses and Large Deformation
Double primary support structures could effectively solve the problem of large deformation of surrounding rock for soft rock tunnels. However, the mechanical behavior of this new support structure is still incomplete, and the design method should be revised. Based on the theory of energy conversion,...
Main Author: | Zhe Liu |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2020-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2020/8832797 |
Similar Items
-
Research on the Large Deformation Prediction Model and Supporting Measures of Soft Rock Tunnel
by: Junying Rao, et al.
Published: (2020-01-01) -
Stress Field Distribution and Deformation Law of Large Deformation Tunnel Excavation in Soft Rock Mass
by: Heng Zhang, et al.
Published: (2019-02-01) -
Analysis on Loose Circle of Surrounding Rock of Large Deformation Soft-Rock Tunnel
by: Rui Wang, et al.
Published: (2020-01-01) -
Effects of High-Pretension Support System on Soft Rock Large Deformation of Perpendicularly Crossing Tunnels
by: Li Gan, et al.
Published: (2020-01-01) -
Soil deformations caused by soft-ground tunnelling
by: Glossop, Nigel H.
Published: (1978)