Abstract

Jacking force is one of the most important parameters in pipe jacking engineering, and also the key in pipe jacking design. A lot of research has been done on the prediction of jacking force of a single pipe. However, the research on jacking force of a row of steel pipes is relatively rare. A case of pipe jacking project is studied in this paper. In construction the test pipes were successfully jacked into the designed position, but the subsequent pipes were stuck because the jacking machine could not provide enough jacking force. Based on this phenomenon, the influence on the jacking force from the pipe spacing and the number of pipes have been jacked around the pipe being jacked is studied by field measurement and numerical simulation. The mechanism of the steel pipes stuck after the test pipes is analysed in detail. The results show that the jacking force decreases nonlinearly with the increase of the pipe spacing, and the influence range of pipe jacking is three times the pipe diameter; the jacking force increases with the increment of the number of pipes that have been jacked, but the increasing trend gradually slows down. Based on the above results, the pipe group effect of jacking force is proposed which is verified by the measured data. The results indicate that the amplification and superposition effect of the jacking force should be considered in the design stage to avoid pipes stuck in the jacking process.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This study is supported by the National Key R&D Program (2017YFC0805403), (2019YFC1509704) and the National Natural Science Foundation of China (41877218), (42072308). These financial supports are gratefully acknowledged.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 147Issue 11November 2021

History

Received: Jun 11, 2020
Accepted: May 18, 2021
Published online: Sep 15, 2021
Published in print: Nov 1, 2021
Discussion open until: Feb 15, 2022

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Lian-Jin Tao [email protected]
Professor, Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China. Email: [email protected]
Ph.D. Student, Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China. Email: [email protected]
Professor, Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China (corresponding author). Email: [email protected]
Professor, College of Engineering, Guangdong Ocean Univ., Zhanjiang 524000, China. Email: [email protected]
Xiang-Hong Chen [email protected]
Ph.D. Student, China Coal Construction Group Co. Ltd., Beijing 100161, China. Email: [email protected]
Ph.D. Student, Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China. Email: [email protected]
Xue-Chuan Han [email protected]
Ph.D. Student, Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China. Email: [email protected]

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Cited by

  • Analytical Solution on Ground Deformation Caused by Parallel Construction of Rectangular Pipe Jacking, Applied Sciences, 10.3390/app12073298, 12, 7, (3298), (2022).
  • Study on mechanical response of steel pipe jacking considering the effect of pipe sticking, Tunnelling and Underground Space Technology, 10.1016/j.tust.2022.104617, 127, (104617), (2022).

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