Analytical Method to Interpret Displacement in Elastic Anisotropic Soil due to a Tunnel Cavity with an Arbitrary Cross Section
Based on complex variable theory and conformal mapping method, the paper presents full plane elastic solutions around an unlined tunnel with arbitrary cross section in anisotropic soil. The solutions describe soil elastic solutions for assuming that the displacement vectors along the tunnel boundary...
Saved in:
| Main Authors: | , , , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2021-01-01
|
| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2021/9921059 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1832548877493862400 |
|---|---|
| author | Qiongfang Zhang Kang Cheng Yadong Lou Tangdai Xia Panpan Guo Xiaolu Gan |
| author_facet | Qiongfang Zhang Kang Cheng Yadong Lou Tangdai Xia Panpan Guo Xiaolu Gan |
| author_sort | Qiongfang Zhang |
| collection | DOAJ |
| description | Based on complex variable theory and conformal mapping method, the paper presents full plane elastic solutions around an unlined tunnel with arbitrary cross section in anisotropic soil. The solutions describe soil elastic solutions for assuming that the displacement vectors along the tunnel boundary are directed towards the center of the tunnel. Tunnels with different cross sections are used to illustrate the method and its correctness. An elliptical unlined tunnel case is discussed in detail in the paper. Using the image method, an approximate solution for predicting surface displacement and subsurface horizontal displacement around an unlined tunnel in anisotropic soil can be obtained. The results show anisotropic stiffness properties nn=Eh/Ev and mm=Gvh/Ev have a great effect on the displacement distribution patterns around an elliptical tunnel with certain shape. |
| format | Article |
| id | doaj-art-380a9e9796cb4f91a1d2bb3e48012154 |
| institution | Kabale University |
| issn | 1687-8086 1687-8094 |
| language | English |
| publishDate | 2021-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj-art-380a9e9796cb4f91a1d2bb3e480121542025-02-03T06:12:45ZengWileyAdvances in Civil Engineering1687-80861687-80942021-01-01202110.1155/2021/99210599921059Analytical Method to Interpret Displacement in Elastic Anisotropic Soil due to a Tunnel Cavity with an Arbitrary Cross SectionQiongfang Zhang0Kang Cheng1Yadong Lou2Tangdai Xia3Panpan Guo4Xiaolu Gan5Power China Huadong Engineering Corporation, Zhejiang, Hangzhou 310014, ChinaChina Railway 11th Bureau Group Co., Ltd., Wuhan 430061, ChinaHangzhou Metro Group Co., Ltd., Zhejiang, Hangzhou 310003, ChinaResearch Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, ChinaResearch Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, ChinaResearch Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, ChinaBased on complex variable theory and conformal mapping method, the paper presents full plane elastic solutions around an unlined tunnel with arbitrary cross section in anisotropic soil. The solutions describe soil elastic solutions for assuming that the displacement vectors along the tunnel boundary are directed towards the center of the tunnel. Tunnels with different cross sections are used to illustrate the method and its correctness. An elliptical unlined tunnel case is discussed in detail in the paper. Using the image method, an approximate solution for predicting surface displacement and subsurface horizontal displacement around an unlined tunnel in anisotropic soil can be obtained. The results show anisotropic stiffness properties nn=Eh/Ev and mm=Gvh/Ev have a great effect on the displacement distribution patterns around an elliptical tunnel with certain shape.http://dx.doi.org/10.1155/2021/9921059 |
| spellingShingle | Qiongfang Zhang Kang Cheng Yadong Lou Tangdai Xia Panpan Guo Xiaolu Gan Analytical Method to Interpret Displacement in Elastic Anisotropic Soil due to a Tunnel Cavity with an Arbitrary Cross Section Advances in Civil Engineering |
| title | Analytical Method to Interpret Displacement in Elastic Anisotropic Soil due to a Tunnel Cavity with an Arbitrary Cross Section |
| title_full | Analytical Method to Interpret Displacement in Elastic Anisotropic Soil due to a Tunnel Cavity with an Arbitrary Cross Section |
| title_fullStr | Analytical Method to Interpret Displacement in Elastic Anisotropic Soil due to a Tunnel Cavity with an Arbitrary Cross Section |
| title_full_unstemmed | Analytical Method to Interpret Displacement in Elastic Anisotropic Soil due to a Tunnel Cavity with an Arbitrary Cross Section |
| title_short | Analytical Method to Interpret Displacement in Elastic Anisotropic Soil due to a Tunnel Cavity with an Arbitrary Cross Section |
| title_sort | analytical method to interpret displacement in elastic anisotropic soil due to a tunnel cavity with an arbitrary cross section |
| url | http://dx.doi.org/10.1155/2021/9921059 |
| work_keys_str_mv | AT qiongfangzhang analyticalmethodtointerpretdisplacementinelasticanisotropicsoilduetoatunnelcavitywithanarbitrarycrosssection AT kangcheng analyticalmethodtointerpretdisplacementinelasticanisotropicsoilduetoatunnelcavitywithanarbitrarycrosssection AT yadonglou analyticalmethodtointerpretdisplacementinelasticanisotropicsoilduetoatunnelcavitywithanarbitrarycrosssection AT tangdaixia analyticalmethodtointerpretdisplacementinelasticanisotropicsoilduetoatunnelcavitywithanarbitrarycrosssection AT panpanguo analyticalmethodtointerpretdisplacementinelasticanisotropicsoilduetoatunnelcavitywithanarbitrarycrosssection AT xiaolugan analyticalmethodtointerpretdisplacementinelasticanisotropicsoilduetoatunnelcavitywithanarbitrarycrosssection |