Optimized Partition Scheme for Prefabricated Underpass with Large Cross Section
With the acceleration of urbanization in China, more underpasses will be constructed in big cities to alleviate the great traffic pressure. The prefabricated and assembly construction method has been introduced to replace the traditional cast-in-place method to achieve quick construction. However, f...
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| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Wiley
2021-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2021/8820287 |
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| _version_ | 1850166727051051008 |
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| author | Zhiyi Jin Taiyue Qi Xiao Liang Bo Lei |
| author_facet | Zhiyi Jin Taiyue Qi Xiao Liang Bo Lei |
| author_sort | Zhiyi Jin |
| collection | DOAJ |
| description | With the acceleration of urbanization in China, more underpasses will be constructed in big cities to alleviate the great traffic pressure. The prefabricated and assembly construction method has been introduced to replace the traditional cast-in-place method to achieve quick construction. However, for a fully prefabricated and assembled underground structure (PAUS) with large cross section, the structure must be cut into segments in transverse direction to reduce the size and weight for easy transportation and assembly. Therefore, how to develop an optimal partition scheme is a new problem to be studied. Firstly, three preliminary partition schemes were proposed based on the internal force distribution and completed engineering practices. Then, the three schemes were compared in terms of bending moment, shear force, and axial force. The construction efficiencies were also compared with special emphasis on difference of the build period. Finally, an optimal partition scheme was determined and successfully applied in the real project. Furthermore, the construction period of this partition scheme was 1/3 of the traditional cast-in-place method. The results of the current paper can provide some design guidance to large cross-sectional underpasses and other underground structures in the partition stage. |
| format | Article |
| id | doaj-art-de6a5e6fe0874ab9b845e33bda19012a |
| institution | OA Journals |
| issn | 1687-8086 1687-8094 |
| language | English |
| publishDate | 2021-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj-art-de6a5e6fe0874ab9b845e33bda19012a2025-08-20T02:21:21ZengWileyAdvances in Civil Engineering1687-80861687-80942021-01-01202110.1155/2021/88202878820287Optimized Partition Scheme for Prefabricated Underpass with Large Cross SectionZhiyi Jin0Taiyue Qi1Xiao Liang2Bo Lei3Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu 610031, ChinaKey Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu 610031, ChinaKey Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu 610031, ChinaKey Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu 610031, ChinaWith the acceleration of urbanization in China, more underpasses will be constructed in big cities to alleviate the great traffic pressure. The prefabricated and assembly construction method has been introduced to replace the traditional cast-in-place method to achieve quick construction. However, for a fully prefabricated and assembled underground structure (PAUS) with large cross section, the structure must be cut into segments in transverse direction to reduce the size and weight for easy transportation and assembly. Therefore, how to develop an optimal partition scheme is a new problem to be studied. Firstly, three preliminary partition schemes were proposed based on the internal force distribution and completed engineering practices. Then, the three schemes were compared in terms of bending moment, shear force, and axial force. The construction efficiencies were also compared with special emphasis on difference of the build period. Finally, an optimal partition scheme was determined and successfully applied in the real project. Furthermore, the construction period of this partition scheme was 1/3 of the traditional cast-in-place method. The results of the current paper can provide some design guidance to large cross-sectional underpasses and other underground structures in the partition stage.http://dx.doi.org/10.1155/2021/8820287 |
| spellingShingle | Zhiyi Jin Taiyue Qi Xiao Liang Bo Lei Optimized Partition Scheme for Prefabricated Underpass with Large Cross Section Advances in Civil Engineering |
| title | Optimized Partition Scheme for Prefabricated Underpass with Large Cross Section |
| title_full | Optimized Partition Scheme for Prefabricated Underpass with Large Cross Section |
| title_fullStr | Optimized Partition Scheme for Prefabricated Underpass with Large Cross Section |
| title_full_unstemmed | Optimized Partition Scheme for Prefabricated Underpass with Large Cross Section |
| title_short | Optimized Partition Scheme for Prefabricated Underpass with Large Cross Section |
| title_sort | optimized partition scheme for prefabricated underpass with large cross section |
| url | http://dx.doi.org/10.1155/2021/8820287 |
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