Abstract
Infrastructure including public facilities has become ubiquitous. Remote measurement instruments based on automatic or real-time-oriented methods also substitute for the conventional tunnel measurement approach, and thereupon the requirements for efficient measurement and analysis processes on examining civil structures are increasingly needed. With the New Austrian Tunneling Method, in particular, huge amounts of measurement data are processed to estimate the safety of a tunnel support system under construction and operation. Therefore, the analysis model for a tunnel monitoring system ought to be lighter and faster. For this reason, this study developed a two-dimensional tunnel analysis model to substitute for the conventional model (the beam-spring model), and proposed an application of the model to a tunnel monitoring system. In the proposed model, Winkler-based beam elements were applied as an alternative to beam and spring elements. A process is also proposed to determine the ground state of the Winkler-based beam element. This process is related to simulation of the ground resistance loss in tensile ground areas. Four examples were examined to verify the model: one finite beam on tensionless foundation (Example 1); two circular tunnels (Examples 2 and 3); and one horseshoe-shape tunnel (Example 4). Numerical analysis was implemented with a specific code which developed using finite element method. Comparing the numerical results with those of the corresponding beam-spring models, in Example 1, the convergence rate of the proposed model was at least fourth times. In other examples, the results of the proposed model showed a nearly perfect agreement with those of the beam-spring model, whereas the computational efficiency of the proposed model was superior by twofold. Thus, our results suggest that the use of Winkler-based elements in a tunnel model could help enhance the performance of tunnel measurement systems.
| Original language | English |
|---|---|
| Pages (from-to) | 707-719 |
| Number of pages | 13 |
| Journal | Cluster Computing |
| Volume | 18 |
| Issue number | 2 |
| DOIs | |
| Publication status | Published - 2015 Jun 1 |
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All Science Journal Classification (ASJC) codes
- Software
- Computer Networks and Communications
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Two-dimensional numerical tunnel model using a Winkler-based beam element and its application into tunnel monitoring systems. / Kim, Jeong Soo; Kim, Moon Kyum; Jung, Sam Dong.
In: Cluster Computing, Vol. 18, No. 2, 01.06.2015, p. 707-719.Research output: Contribution to journal › Article
TY - JOUR
T1 - Two-dimensional numerical tunnel model using a Winkler-based beam element and its application into tunnel monitoring systems
AU - Kim, Jeong Soo
AU - Kim, Moon Kyum
AU - Jung, Sam Dong
PY - 2015/6/1
Y1 - 2015/6/1
N2 - Infrastructure including public facilities has become ubiquitous. Remote measurement instruments based on automatic or real-time-oriented methods also substitute for the conventional tunnel measurement approach, and thereupon the requirements for efficient measurement and analysis processes on examining civil structures are increasingly needed. With the New Austrian Tunneling Method, in particular, huge amounts of measurement data are processed to estimate the safety of a tunnel support system under construction and operation. Therefore, the analysis model for a tunnel monitoring system ought to be lighter and faster. For this reason, this study developed a two-dimensional tunnel analysis model to substitute for the conventional model (the beam-spring model), and proposed an application of the model to a tunnel monitoring system. In the proposed model, Winkler-based beam elements were applied as an alternative to beam and spring elements. A process is also proposed to determine the ground state of the Winkler-based beam element. This process is related to simulation of the ground resistance loss in tensile ground areas. Four examples were examined to verify the model: one finite beam on tensionless foundation (Example 1); two circular tunnels (Examples 2 and 3); and one horseshoe-shape tunnel (Example 4). Numerical analysis was implemented with a specific code which developed using finite element method. Comparing the numerical results with those of the corresponding beam-spring models, in Example 1, the convergence rate of the proposed model was at least fourth times. In other examples, the results of the proposed model showed a nearly perfect agreement with those of the beam-spring model, whereas the computational efficiency of the proposed model was superior by twofold. Thus, our results suggest that the use of Winkler-based elements in a tunnel model could help enhance the performance of tunnel measurement systems.
AB - Infrastructure including public facilities has become ubiquitous. Remote measurement instruments based on automatic or real-time-oriented methods also substitute for the conventional tunnel measurement approach, and thereupon the requirements for efficient measurement and analysis processes on examining civil structures are increasingly needed. With the New Austrian Tunneling Method, in particular, huge amounts of measurement data are processed to estimate the safety of a tunnel support system under construction and operation. Therefore, the analysis model for a tunnel monitoring system ought to be lighter and faster. For this reason, this study developed a two-dimensional tunnel analysis model to substitute for the conventional model (the beam-spring model), and proposed an application of the model to a tunnel monitoring system. In the proposed model, Winkler-based beam elements were applied as an alternative to beam and spring elements. A process is also proposed to determine the ground state of the Winkler-based beam element. This process is related to simulation of the ground resistance loss in tensile ground areas. Four examples were examined to verify the model: one finite beam on tensionless foundation (Example 1); two circular tunnels (Examples 2 and 3); and one horseshoe-shape tunnel (Example 4). Numerical analysis was implemented with a specific code which developed using finite element method. Comparing the numerical results with those of the corresponding beam-spring models, in Example 1, the convergence rate of the proposed model was at least fourth times. In other examples, the results of the proposed model showed a nearly perfect agreement with those of the beam-spring model, whereas the computational efficiency of the proposed model was superior by twofold. Thus, our results suggest that the use of Winkler-based elements in a tunnel model could help enhance the performance of tunnel measurement systems.
UR - http://www.scopus.com/inward/record.url?scp=84939964166&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84939964166&partnerID=8YFLogxK
U2 - 10.1007/s10586-014-0418-4
DO - 10.1007/s10586-014-0418-4
M3 - Article
AN - SCOPUS:84939964166
VL - 18
SP - 707
EP - 719
JO - Cluster Computing
JF - Cluster Computing
SN - 1386-7857
IS - 2
ER -