Research on the Large Deformation Prediction Model and Supporting Measures of Soft Rock Tunnel
The weak surrounding rock has the characteristics of easy softening, poor integrity, low mechanical strength, etc., which makes it easy to induce different degrees of deformation and damage under excavation disturbance and then seriously affects the stability of the tunnel. Carrying out soft rock tu...
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| Main Authors: | Junying Rao, Yonghu Tao, Peng Xiong, Chongxin Nie, Hao Peng, Yanghao Xue, Zuowei Xi |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2020-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2020/6630546 |
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