Journal of Shandong University(Engineering Science) ›› 2023, Vol. 53 ›› Issue (6): 82-91.doi: 10.6040/j.issn.1672-3961.0.2022.295

• Civil Engineering • Previous Articles    

Risk state early warning of the surface deformation of shallow buried subway station

LI Hongzhao1, ZHANG Qingsong1*, LIU Rentai1, CHEN Xin1, XIN Qin2, SHI Lele3   

  1. 1. Geotechnical and Structural Engineering Research Center, Shandong University, Jinan 250061, Shandong, China;
    2. Operation Branch, Qingdao Metro Group, Qingdao 266000, Shandong, China;
    3. Qingdao Survey and Mapping Institute, Qingdao 266033, Shandong, China
  • Published:2023-12-19

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61

CLC Number: 

  • TU47
[1] 陈春来, 赵城丽, 魏纲, 等. 基于Peck公式的双线盾构引起的土体沉降预测[J]. 岩土力学, 2014, 35(8): 2212-2218. CHEN Chunlai, ZHAO Chengli, WEI Gang, et al. Prediction of soil settlement induced by double-line shield tunnel based on Peck formula [J]. Rock and Soil Mechanics, 2014, 35(8): 2212-2218.
[2] 高洪吉, 谢文达, 孙正阳, 等. 浅覆土盾构隧道施工引起地表沉降规律研究[J]. 科学技术与工程, 2020, 20(29): 12143-12149. GAO Hongji, XIE Wenda, SUN Zhengyang, et al. Analysis on surface subsidence by shallow buried shield tunneling[J]. Science Technology and Engineering, 2020, 20(29): 12143-12149.
[3] 魏纲, 徐日庆. 软土隧道盾构法施工引起的纵向地面变形预测[J]. 岩土工程学报, 2005, 27(9): 1077-1081. WEI Gang, XU Riqing. Prediction of longitudinal ground deformation due to tunnel construction with shield in soft soil[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(9): 1077-1081.
[4] 王建秀,付慧仙,朱雁飞, 等. 基于地层损失的盾构沉降计算方法研究进展[J]. 地下空间与工程学报, 2010, 6(1): 112-119 WANG Jianxiu, FU Huixian, ZHU Yanfei, et al. Advance in calculation of subsidence caused by shield tunnel based on strata loss[J]. Chinese Joumal of Underground Space and Engineering, 2010, 6(1):112-119.
[5] 徐前卫, 朱合华, 廖少明, 等. 软土地层土压平衡盾构法施工的模型试验研究[J]. 岩土工程学报, 2007, 29(12): 1849-1857. XU Qianwei, ZHU Hehua, LIAO Shaoming, et al. Experimental study on EPB shield tunnel construction in soft ground[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(12): 1849-1857.
[6] 刘元雪, 施建勇, 许江, 等. 盾构法隧道施工数值模拟[J]. 岩土工程学报, 2004, 26(2): 239-243. LIU Yuanxue, SHI Jianyong, XU Jiang, et al. Numerical simulation of excavation of shield tunnel[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(2): 239-243.
[7] 朱才辉, 李宁, 柳厚祥, 等. 盾构施工工艺诱发地表沉降规律浅析[J]. 岩土力学, 2011, 32(1): 158-164. ZHU Caihui, LI Ning, LIU Houxiang, et al. Analysis of ground settlement induced by workmanship of shield tunnelling[J]. Rock and Soil Mechanics, 2011, 32(1): 158-164.
[8] 向卫国, 徐玉胜. 隧道施工扰动下管线变形三维预测方法及应用[J]. 地下空间与工程学报, 2014, 10(4):920-925. XIANG Weiguo, XU Yusheng. 3D simulation prediction method for pipeline deflection under disturbing of tunneling and its application[J]. Chinese Joumal of Underground Space and Engineering, 2014, 10(4): 920-925.
[9] 刘祥勇,张鑫,王军,等. 盾构施工对邻近建筑物群结构影响评价[J]. 隧道与地下工程灾害防治, 2022, 4(3): 99-106. LIU Xiangyong, ZHANG Xin, WANG Jun, et al. Evaluation of shield tunneling-induced structural response[J]. Hazard Control in Tunnelling and Underground Engineering, 2022, 4(3): 99-106.
[10] CHEN R P, ZHANG P, WU H N, et al. Prediction of shield tunneling-induced ground settlement using machine learning techniques[J]. Frontiers of Structural and Civil Engineering, 2019, 13(6): 1363-1378.
[11] 潘秋景, 李晓宙, 黄杉, 等. 机器学习在盾构隧道智能施工中的应用:综述与展望[J]. 隧道与地下工程灾害防治, 2022, 4(3): 10-30. PAN Qiujing, LI Xiaozhou, HUANG Shan, et al. Application of machine learning to intelligent shield tunnelling: review and prospects[J]. Hazard Control in Tunnelling and Underground Engineering, 2022, 4(3): 10-30.
[12] 孙钧, 袁金荣. 盾构施工扰动与地层移动及其智能神经网络预测[J]. 岩土工程学报, 2001, 23(3): 261-267. SUN Jun, YUAN Jinrong. Soil disturbance and ground movement under shield tunnelling and its intelligent prediction by using ANN technology[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(3): 261-267.
[13] ZHANG Wengang, KOK-KWANG Phoon. Editorial for advances and applications of deep learning and soft computing in geotechnical underground engineering[J]. Journal of Rock Mechanics and Geotechnical Engin-eering, 2022, 14(3): 671-673.
[14] Phoon K K, ZHANG W. Future of machine learning in geotechnics[J]. Georisk: Assessment And Management of Risk for Engineered Systems and Geohazards, 2022: 1-16.
[15] 仉文岗, 唐理斌, 陈福勇, 等. 基于4种超参数优化算法及随机森林模型预测TBM掘进速度[J]. 应用基础与工程科学学报, 2021, 29(5): 1186-1200. ZHANG Wengang, TANG Libin, CHEN Fuyong, et al. Prediction for TBM penetration rate using four hyperparameter optimization methods and random forest model[J]. Journal of Basic Science and Engineering, 2021, 29(5): 1186-1200.
[16] 程功. 基于支持向量机的变形预测方法研究[D].昆明:昆明理工大学, 2010. CHENG Gong. Research on Deformation prediction method based on support vector machine[D]. Kunming:Kunming University of Science and Technology, 2010.
[17] WU X G, JIANG Z, Zhang L M, et al. Dynamic risk analysis for adjacent buildings in tunneling environments: a Bayesian network-based approach[J]. Stochastic Environmental Research and Risk Assessment, 2015, 29(5): 1447-1461.
[18] 王祥, 陈发达, 刘凯, 等. 基于随机森林-支持向量机隧道盾构引起建筑物沉降研究[J]. 土木工程与管理学报, 2021, 38(1): 86-92. WANG Xiang, CHEN Fada, LIU Kai, et al. Study on building settlement deformation caused by random forest based support vector machine tunnel shield[J]. Journal of Civil Engineering and Management, 2021, 38(1): 86-92.
[19] ZHANG Wengang, ZHANG Runhong, WU Chongzhi, et al. State-of-the-art review of soft computing applications in underground excavations[J]. Geoscience Frontiers, 2020, 11(4): 1095-1106.
[20] 杨文波,王宗学,田浩晟, 等. 基于PSO-SVM算法的层状软岩隧道大变形预测方法[J]. 隧道与地下工程灾害防治, 2022, 4(1): 29-37. YANG Wenbo, WANG Zongxue, TIAN Haocheng, et al. Prediction of shield tunneling induced ground movements: the state-of-the-art[J]. Hazard Control in Tunnelling and Underground Engineering, 2022, 4(1): 29-37.
[21] BREIMAN L. Random forests[J]. Machine Learning, 2001, 45(1): 5-32.
[22] BREIMAN L, CUTLER A. Manual-setting up, using, and understanding random forests V4.0.2003 [J]. CA, USA: McGraw Hill, 2002.
[23] ZHOU P, LI Z, SNOWLING S, et al. A random forest model for inflow prediction at wastewater treatment plants [J]. Stochastic Environmental Research and Risk Assessment, 2019, 33(10): 1781-1792.
[24] PEDREGOSA F, VAROQUAUX G, GRAMFORT A, et al. ScikitHearn: machine learning in python [J]. The Journal of Machine Learning Research, 2011, 12: 2825-2830.
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