Construction Technology of Pipe Jacking Method through Underground Obstacles
Authors
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Jianyong Han 
School of Civil Engineering, Shandong Jianzhu University, Jinan, Shandong, 250101, China; Key Laboratory of Building Structural Retrofitting and Underground Space Engineering (Shandong Jianzhu
University), Ministry of Education, Jinan, Shandong, 250101, China
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Dongfeng Jia
The Third Construction Co.,Ltd. of CTCE Group, Tianjin, 300163, China
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Fushun Yan
The Third Construction Co.,Ltd. of CTCE Group, Tianjin, 300163, China
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Yue Zhao
Science and Technology Service Platform, Qilu University of Technology (Shandong Academy of Sciences), Jinan,
Shandong 250000, China
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Dong Liu
School of Civil Engineering, Shandong Jianzhu University, Jinan, Shandong, 250101, China
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Qinghai Wang
School of Civil Engineering, Shandong Jianzhu University, Jinan, Shandong, 250101, China
DOI:
https://doi.org/10.30564/jaeser.v5i4.5302References
[1]Li, T., Zhao, W., Liu, R., Han, J., Cheng, C, 2021. Experimental Study on the Pipe-Soil Interface under the Influence of Pipe Jacking Stagnation Time. KSCE Journal of Civil Engineering, 1-11.
[2]Xu, Q., Zhu, H., Ma, X., Ma, Z., Li, X., Tang, Z., Zhuo, K., 2015. A case history of shield tunnel crossing through group pile foundation of a road bridge with pile underpinning technologies in Shanghai. 45: 20-23.
[3]Han, J., Wang, J., Jia, D., Yan, F., Zhao, Y., Bai, X., Yan, N., Yang, G., Liu, D., 2022. Construction technologies and mechanical effects of the pipe-jacking crossing anchor-cable group in soft stratum. DOI: 10.3389/feart.2022.1019801.
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Copyright © 2022 Jianyong Han, Dongfeng Jia, Fushun Yan, Yue Zhao, Dong Liu, Qinghai Wang
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.