Tunnel stability analysis during construction using a neuro-fuzzy system
This paper presents an alternative strategy to evaluate the stability of tunnels during the design and construction stages based on a hybrid system, composed by neural, neuro‐fuzzy and analytical solutions. A prototype of this system is designed using a database formed by 261 cases, 45 real and the...
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| Veröffentlicht in: | International journal for numerical and analytical methods in geomechanics 2005-12, Vol.29 (15), p.1433-1456 |
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| container_title | International journal for numerical and analytical methods in geomechanics |
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| creator | Luis Rangel, José Iturrarán-Viveros, Ursula Gustavo Ayala, A. Cervantes, Francisco |
| description | This paper presents an alternative strategy to evaluate the stability of tunnels during the design and construction stages based on a hybrid system, composed by neural, neuro‐fuzzy and analytical solutions. A prototype of this system is designed using a database formed by 261 cases, 45 real and the rest synthetic. This system is capable of reproducing the displacements induced at the periphery of the tunnel before and after support installation. The stability of the excavation process is evaluated using a criterion that considers dimensionless parameters based on the shear strength of the media, the induced deformation level in the ground, the plastic radii and the advance of excavation without support. The efficiency and validity of the prototype is verified with two examples of actual tunnels, one included in the database used to train the system and the other not included. The results of both examples show a better approximation than other commonly used techniques. Copyright © 2005 John Wiley & Sons, Ltd. |
| doi_str_mv | 10.1002/nag.463 |
| format | Article |
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J. Numer. Anal. Meth. Geomech</addtitle><description>This paper presents an alternative strategy to evaluate the stability of tunnels during the design and construction stages based on a hybrid system, composed by neural, neuro‐fuzzy and analytical solutions. A prototype of this system is designed using a database formed by 261 cases, 45 real and the rest synthetic. This system is capable of reproducing the displacements induced at the periphery of the tunnel before and after support installation. The stability of the excavation process is evaluated using a criterion that considers dimensionless parameters based on the shear strength of the media, the induced deformation level in the ground, the plastic radii and the advance of excavation without support. The efficiency and validity of the prototype is verified with two examples of actual tunnels, one included in the database used to train the system and the other not included. The results of both examples show a better approximation than other commonly used techniques. Copyright © 2005 John Wiley & Sons, Ltd.</description><subject>Applied sciences</subject><subject>artificial intelligence</subject><subject>Buildings. Public works</subject><subject>Computation methods. Tables. Charts</subject><subject>dimensionless parameters</subject><subject>Exact sciences and technology</subject><subject>finite difference analysis</subject><subject>neuro-fuzzy</subject><subject>plastic factor</subject><subject>stability criterion</subject><subject>Structural analysis. 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The efficiency and validity of the prototype is verified with two examples of actual tunnels, one included in the database used to train the system and the other not included. The results of both examples show a better approximation than other commonly used techniques. Copyright © 2005 John Wiley & Sons, Ltd.</abstract><cop>Chichester, UK</cop><pub>John Wiley & Sons, Ltd</pub><doi>10.1002/nag.463</doi><tpages>24</tpages></addata></record> |
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| ispartof | International journal for numerical and analytical methods in geomechanics, 2005-12, Vol.29 (15), p.1433-1456 |
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| source | Wiley Online Library Journals Frontfile Complete |
| subjects | Applied sciences artificial intelligence Buildings. Public works Computation methods. Tables. Charts dimensionless parameters Exact sciences and technology finite difference analysis neuro-fuzzy plastic factor stability criterion Structural analysis. Stresses tunnelling Tunnels, galleries |
| title | Tunnel stability analysis during construction using a neuro-fuzzy system |
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