Journal of Jilin University(Earth Science Edition) ›› 2016, Vol. 46 ›› Issue (5): 1458-1465.doi: 10.13278/j.cnki.jjuese.201605201
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Pan Jianli1,2
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[1] 付延玲,金玮泽,陈兴贤,等.高层建筑荷载引发地面沉降与隆起变形三维数值模拟[J].吉林大学学报(地球科学版),2014,44(5):1587-1594. Fu Yanling, Jin Weize, Chen Xingxian, et al. Three-Dimensional Numerical Simulation of Land Subsidence and Upheaval Deformation Caused by High-Rise Building Load[J]. Journal of Jilin University (Earth Science Edition), 2014, 44(5):1587-1594.[2] Peck R B. Deep Excavations and Tunneling in Soft Ground[C]//Proceeding of 7th International Conference on Soil Mechanics and Foundation Enginee-ring. Mexico City:Sociedad Mexicana de Mecanica de Suelos, 1969:225-290.[3] Attewell P B, Woodman J P. Predicting the Dynamics of Ground Settlement and Its Derivatives Caused by Tunneling in Soil[J]. Ground Engineering, 1982, 15(8):13-20, 36.[4] Loganathan N, Poulos H G. Analytical Prediction for Tunneling-Induced Ground Movement in Clays[J]. Journal of Geotechnical and Geoenvironmental Enginee-ring, 1998, 124(9):846-856.[5] Sagaseta C. Analysis of Undrained Soil Deformation due to Ground Loss[J]. Geotechnique, 1987, 37(3):301-320.[6] Verruijt A, Booker J R. Surface Settlements due to Deformation of a Tunnel in an Elastic Half Plane[J]. Geotechnique, 1996, 46(4):753-756.[7] 施成华,黄林冲.顶管施工隧道扰动区土体变形计算[J].中南大学学报(自然科学版),2005,36(2):323-328. Shi Chenghua, Huang Linchong. Calculation of Soil Deformation in Area of Disturbance due to Pipe-Jacking Construction[J]. Journal of Central South University (Science and Technology), 2005, 36(2):323-328.[8] 黄宏伟,胡昕.顶管施工力学效应的数值模拟分析[J].岩石力学与工程学报,2003,22(3):400-406. Huang Hongwei, Hu Xin. 3D Numerical Analysis of Construction Mechanics Effect of Pipe-Jacking[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(3):400-406.[9] 冯海宁,龚晓南,徐日庆.顶管施工环境影响的有限元计算分析[J].岩石力学与工程学报,2004,23(7):1155-1162. Feng Haining, Gong Xiaonan, Xu Riqing. Finite Element Analysis of Influence of Pipe-Jacking Construction on Environments[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(7):1158-1162.[10] 魏纲. 顶管工程土与结构的性状及理论研究[D]. 杭州:浙江大学, 2005. Wei Gang. Theoretical Study on Behavior of Soil and Structure During Pipe Jacking Construction[D]. Hangzhou:Zhejiang University,2005.[11] 李方楠,沈水龙,罗春泳. 考虑注浆压力的顶管施工引起土体变形计算方法[J]. 岩土力学,2012,33(1):204-208. Li Fangnan, Shen Shuilong, Luo Chunyong. Prediction Approach of Ground Deformation Induced by Pipe Jacking Construction Considering Grouting Pressure[J]. Rock and Soil Mechanics, 2012, 33(1):204-208. |
[1] | Wei Lingyun,Qin Shengwu,Chen Huie. Analysis on Rebounding Displacement of Single Pile and Pile Group Under Excavation [J]. Journal of Jilin University(Earth Science Edition), 2014, 44(2): 584-590. |
[2] | SHEN Shi-wei, NAI Lei, XU Yan. Quasi-Equal Interval QGM (1,1) Model Forecasting Method and Its Application in Settlement Prediction of Turfy Soil Subgrade [J]. J4, 2011, 41(4): 1098-1103. |
[3] | SHI Shao-min. Dynamic Method for Calculating the Compressive Modulus of Vibro-Replacement Stone Column [J]. J4, 2011, 41(1): 172-176. |
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