Shallow tunnel face stability considering pore water pressure in non-homogeneous and anisotropic soils
An improved approach for the face stability analysis of shallow tunnels in non-homogeneous and anisotropic soil is developed in this study. Based on the discretization technique, an advanced passive failure mechanism is proposed to determine the critical support pressure of the tunnel face in the fr...
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| Published in | Computers and geotechnics Vol. 116; p. 103205 |
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| Main Authors | , , |
| Format | Journal Article |
| Language | English |
| Published |
New York
Elsevier Ltd
01.12.2019
Elsevier BV |
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| Abstract | An improved approach for the face stability analysis of shallow tunnels in non-homogeneous and anisotropic soil is developed in this study. Based on the discretization technique, an advanced passive failure mechanism is proposed to determine the critical support pressure of the tunnel face in the framework of the upper bound theorem. To better estimate the tunnel face stability, the effects of the pore water pressure and nonuniform ground surcharge on the critical support pressure of the tunnel face are also incorporated in the non-homogeneous and anisotropic soil properties. Then the optimal supporting forces obtained from the proposed failure mechanism are validated by those from the conventional limit analysis model in homogeneous soil and finite element limit analysis in homogeneous and non-homogeneous soils. |
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| AbstractList | An improved approach for the face stability analysis of shallow tunnels in non-homogeneous and anisotropic soil is developed in this study. Based on the discretization technique, an advanced passive failure mechanism is proposed to determine the critical support pressure of the tunnel face in the framework of the upper bound theorem. To better estimate the tunnel face stability, the effects of the pore water pressure and nonuniform ground surcharge on the critical support pressure of the tunnel face are also incorporated in the non-homogeneous and anisotropic soil properties. Then the optimal supporting forces obtained from the proposed failure mechanism are validated by those from the conventional limit analysis model in homogeneous soil and finite element limit analysis in homogeneous and non-homogeneous soils. |
| ArticleNumber | 103205 |
| Author | Zou, Jin-feng Chen, Guang-hui Chen, Jia-qi |
| Author_xml | – sequence: 1 givenname: Guang-hui surname: Chen fullname: Chen, Guang-hui organization: School of Civil Engineering, Central South University, Changsha, Hunan 410075, PR China – sequence: 2 givenname: Jin-feng surname: Zou fullname: Zou, Jin-feng organization: School of Civil Engineering, Central South University, Changsha, Hunan 410075, PR China – sequence: 3 givenname: Jia-qi surname: Chen fullname: Chen, Jia-qi email: chenjiaqi@csu.edu.cn organization: School of Civil Engineering, Central South University, Changsha, Hunan 410075, PR China |
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| Keywords | Nonuniform ground surcharge Non-homogeneous Shallow tunnels Anisotropic Upper bound theorem Pore water pressure Discretization technique |
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| Snippet | An improved approach for the face stability analysis of shallow tunnels in non-homogeneous and anisotropic soil is developed in this study. Based on the... |
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| SubjectTerms | Analysis Anisotropic Anisotropic soils Anisotropy Discretization technique Failure analysis Failure mechanisms Finite element method Hydrostatic pressure Limit analysis Non-homogeneous Nonuniform ground surcharge Pore pressure Pore water Pore water pressure Shallow tunnels Soil properties Soil stability Stability analysis Tunnels Upper bound theorem Upper bounds Water pressure |
| Title | Shallow tunnel face stability considering pore water pressure in non-homogeneous and anisotropic soils |
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