Buckling and Ultimate Bearing Capacity of Steel Pipes Jacked in Hard Rocks: A Case Study of a Water Pipeline Project in Zhongshan

• Published in: Water (Basel) Vol. 16; no. 21; p. 3041
• Main Authors: Zhao, Rusen, Chen, Zhidong, Feng, Dinghua, Liu, Qiping, Wen, Peiwen, Yang, Hongwei
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 01.11.2024
• Subjects: Analysis; buckling stability; Case studies; critical buckling load; Datasets; Deformation; Design and construction; hard rocks; Numerical analysis; pipe jacking; Pipe lines; Pipelines; Simulation methods; Steel pipes; Strain gauges; Trends
• ISSN: 2073-4441; 2073-4441
• DOI: 10.3390/w16213041

Steel jacking pipes are potentially prone to buckling instability, a phenomenon that has received limited attention in hard rock formations. This study reports on the field monitoring of a water pipeline project in Zhongshan City, where the circumferential and hoop strains of steel pipe segments jacked in hard rocks were recorded. The buckling deformation observed during steel pipe jacking, as well as the critical buckling load, was analyzed with the aid of numerical simulations using finite element software. The initial defect for the post-buckling analysis of the steel pipe was selected as the first-order buckling mode. Field monitoring revealed that the loading conditions experienced by the steel pipe segments during the jacking process are complex, leading to significant deformation. Throughout the monitoring process, axial stress at each measurement point underwent tensile-compressive transitions. Numerical results showed the actual critical buckling load increases with wall thickness at a constant length-to-diameter ratio, which is significant for short pipes. For pipes with the same wall thickness and outer diameter, the actual critical buckling load of long pipes is significantly lower than that of short pipes. Additionally, initial defects were found to significantly reduce the actual critical buckling load of the steel pipe. Furthermore, the actual critical buckling load of long pipes is much lower than their yield load, whereas, for short pipes, the critical buckling load is limited by their yield load. Measures for managing buckling deformation of steel pipes in situ were also reported. The findings on critical buckling load and the countermeasures for managing buckling in situ would be valuable for the design and construction stages of similar projects employing pipe-jacking technology in hard rock formations.