Construction Technology of Pipe Jacking Method through Underground Obstacles

Source:
By:Jianyong Han;Dongfeng Jia;Fushun Yan;Yue Zhao;Dong Liu;Qinghai Wang

DOI: https://doi.org/10.30564/jaeser.v5i4.5302

Abstract: References:

[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.