Experimental study on buried pipeline instrumented with fiber optic sensors under ground collapse
WANG De-yang1, ZHU Hong-hu1,2, WU Hai-ying1, ZHU Bao1, SHI Bin1
1. School of Earth Sciences and Engineering, Nanjing University, Nanjing 210023, China; 2. Nanjing University High-Tech Institute at Suzhou, Suzhou 215123, China
Abstract:In recent years, the pipeline accidents caused by ground collapse are frequently reported. However, the relevant studies are still lagging behind, and there are few theories to predict the deformation and mechanical characteristics of buried pipelines and surrounding soils in the process of ground settlement and collapse. In this study, the stress state of the pipeline and soil settlements during ground collapse are investigated through fiber Bragg grating (FBG)-based model tests, and the method for calculating the bending moment of the pipeline using fiber-optic strain measurements is derived. The test results show that: (1) The compressive strains accumulate on the pipeline top and bottom with the increase of collapse volume, and both the pipeline sidewalls are in the strain state of tension. (2) According to the FBG strain monitoring results, the development of soil deformation can be divided into three stages, i.e., the stress redistribution stage, the creep compression stage and the stability stage after collapse. (3) The ground settlement pattern fits well with the modified Gaussian distribution. On this basis, the mathematical model between the horizontal strain measured by the fiber optic sensors and the ground settlement is established. At the same time, the results of theoretical calculation and experimental data are compared, and they appear to agree well with each other. This work provides a new approach to effectively evaluate the safety and implement hazard warning of buried pipelines.
王德洋, 朱鸿鹄, 吴海颖, 朱宝, 施斌. 地层塌陷作用下埋地管道光纤监测试验研究[J]. 岩土工程学报, 2020, 42(6): 1125-1131.
WANG De-yang, ZHU Hong-hu, WU Hai-ying, ZHU Bao, SHI Bin. Experimental study on buried pipeline instrumented with fiber optic sensors under ground collapse. Chinese J. Geot. Eng., 2020, 42(6): 1125-1131.
[1] 徐匆匆, 马向英, 何江龙, 等. 城市地下管线安全发展的现状、问题及解决办法[J]. 城市发展研究, 2013, 20(3): 108-118. (XU Cong-cong, MA Xiang-ying, HE Jiang-long, et al.Status, problems and solutions of urban underground pipeline safety and development[J]. Urban Development Studies, 2013, 20(3): 108-118. (in Chinese)) [2] 钱七虎, 陈晓强. 国内外地下综合管线廊道发展的现状、问题及对策[J]. 地下空间与工程学报, 2007, 3(2): 191-194. (QIAN Qi-hu, CHEN Xiao-qiang.Situation problems and countermeasures of utility tunnel development in China and abroad[J]. Chinese Journal of Underground space and Engineering, 2007, 3(2): 191-194. (in Chinese)) [3] 张士乔, 李洵, 吴小刚. 地基差异沉降时管道的纵向力学性状分析[J]. 中国农村水利水电, 2003(7): 46-48. (ZHANG Shi-qiao, LI Xun, WU Xiao-gang.Analysis of longitudinal mechanical properties for pipeline during foundation uneven settlement[J]. China Rural Water and Hydropower, 2003(7): 46-48. (in Chinese)) [4] 巨玉文, 吴际渊, 贺武斌, 等. 地面塌陷对城市地埋管线影响的试验研究及数值分析[J]. 太原理工大学学报, 2015, 46(1): 64-68. (JU Yu-wen, WU Ji-yuan, HE Wu-bin, et al.Experimental study and numerical analysis on influence of urban underground pipelines under the ground collapse[J]. Journal of Taiyuan University of Technology, 2015, 46(1): 64-68. (in Chinese)) [5] 周敏, 杜延军, 王非, 等. 地层沉陷中埋地HDPE管道力学状态及模型试验分析[J]. 岩土工程学报, 2016, 38(2): 253-262. (ZHOU Ming, DU Yan-jun, WANG Fei, et al.Physical modeling of mechanical responses of HDPE pipes and subsurface settlement caused by land subsidence[J]. Journal of Geotechnical Engineering, 2016, 38(2): 253-262. (in Chinese)) [6] WANG F, DU Y J, YANG X M.Physical modeling on ground responses to tunneling in sand considering the existence of HDPE pipes[J]. Geotechnical Testing Journal, 2015, 38(1): 85-97. [7] 朱鸿鹄, 施斌, 严珺凡, 等. 基于分布式光纤应变感测的边坡模型试验研究[J]. 岩石力学与工程学报, 2013, 32(4): 821-828. (ZHU Hong-hu, SHI Bin, YAN Jun-fan, et al.Physical model testing of slope stability based on distributed fiber-optic strain sensing technology[J]. Journal of Rock Mechanics and Engineering, 2013, 32(4): 821-828. (in Chinese)) [8] 丁勇, 王平, 何宁, 等. 基于BOTDA光纤传感技术的SMW工法桩分布式测量研究[J]. 岩土工程学报, 2011, 33(5): 719-724. (DING Yong, WANG Ping, HE Ning, et al.New method to measure deformation of SMW piles based on BOTDA[J]. Journal of Geotechnical Engineering, 2011, 33(5): 719-724. (in Chinese)) [9] 魏广庆, 施斌, 胡盛, 等. FBG在隧道施工监测中的应用及关键问题探讨[J]. 岩土工程学报, 2009, 31(4): 571-576. (WEI Guang-qing, SHI Bin, HU Sheng, et al.Several key problems in tunnel construction monitoring with FBG[J]. Journal of Geotechnical Engineering, 2009, 31(4): 571-576. (in Chinese)) [10] 丁勇, 施斌, 崔何亮, 等. 光纤传感网络在边坡稳定监测中的应用研究[J]. 岩土工程学报, 2005, 27(3): 338-342. (DING Yong, SHI Bin, CUI He-liang, et al.A fiber optic sensing net applied in slope monitoring based on Brillouin scattering[J]. Journal of Geotechnical Engineering, 2005, 27(3): 338-342. (in Chinese)) [11] 吴海颖, 朱鸿鹄, 朱宝, 等. 基于分布式光纤传感的地下管线监测研究综述[J]. 浙江大学学报(工学版), 2019, 53(6): 1057-1070. (WU Hai-ying, ZHU Hong-hu, ZHU Bao, et al.Review of underground pipeline monitoring research based on distributed fiber optic sensing[J]. Journal of Zhejiang University (Engineering Science), 2019, 53(6): 1057-1070. (in Chinese)) [12] SIMPSON B, HOULTN A, MOORE I D.Distributed sensing of circumferential strain using fiber optics during full-scale buried pipe experiments[J]. Journal of Pipeline Systems Engineering and Practice, 2015(6): 1-10. [13] CAUCHI S, CHERPILLOD T, MORISON D, et al.Fiber-optic sensors for monitoring pipe bending due to ground movement[J]. Pipeline and Gas Journal, 2007(1): 36-40. [14] MOHAMAD H, SOGA K, BENNETT P J, et al.Monitoring twin tunnel interaction using distributed optical fiber strain measurements[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2012, 138(8): 957-967. [15] KLAR A, VORSTER T E B, SOGA K, et al. Soil-pipe interaction due to tunnelling: comparison between Winkler and elastic continuum solutions[J]. Géotechnique, 2005, 55(6): 461-466.