Citation: | Shen Qingsong, Chen Ye, Ye Shenghua, Ji Qiaowei, Wang Qiang. Improved calculation method for settlement of rectangular pipe jacking based on random medium theory and Peck formula[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2025, 39(4): 504-510. doi: 10.20265/j.cnki.issn.1007-2993.2024-0214 |
[1] |
张 琪. 顶管技术在管道建设中的应用[J]. 地质科技情报,2016,35(2):33-36. (ZHANG Q. Pipe jacking technology applied in pipeline construction[J]. Bulletin of Geological Science and Technology,2016,35(2):33-36. (in Chinese)
ZHANG Q. Pipe jacking technology applied in pipeline construction[J]. Bulletin of Geological Science and Technology, 2016, 35(2): 33-36. (in Chinese)
|
[2] |
洪开荣. 我国隧道及地下工程近两年的发展与展望[J]. 隧道建设,2017,37(2):123-134. (HONG K R. Development and prospects of tunnels and underground works in China in recent two years[J]. Tunnel Construction,2017,37(2):123-134. (in Chinese) doi: 10.3973/j.issn.1672-741X.2017.02.002
HONG K R. Development and prospects of tunnels and underground works in China in recent two years[J]. Tunnel Construction, 2017, 37(2): 123-134. (in Chinese) doi: 10.3973/j.issn.1672-741X.2017.02.002
|
[3] |
彭立敏, 王 哲, 叶艺超, 等. 矩形顶管技术发展与研究现状[J]. 隧道建设,2015,35(1):1-8. (PENG L M, WANG Z, YE Y C, et al. Technological development and research status of rectangular pipe jacking method[J]. Tunnel Construction,2015,35(1):1-8. (in Chinese) doi: 10.3973/j.issn.1672-741X.2015.01.001
PENG L M, WANG Z, YE Y C, et al. Technological development and research status of rectangular pipe jacking method[J]. Tunnel Construction, 2015, 35(1): 1-8. (in Chinese) doi: 10.3973/j.issn.1672-741X.2015.01.001
|
[4] |
余彬泉, 陈传灿. 顶管施工技术[M]. 北京: 人民交通出版社, 1998. (YU B Q, CHEN C C. Pipe jacking construction technology[M]. Beijing: China Communications Press, 1998. (in Chinese)
YU B Q, CHEN C C. Pipe jacking construction technology[M]. Beijing: China Communications Press, 1998. (in Chinese)
|
[5] |
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 G. Theoretical study on properties of soil and structure during pipe jacking construction[D]. Hangzhou: Zhejiang University, 2005. (in Chinese)
WEI G. Theoretical study on properties of soil and structure during pipe jacking construction[D]. Hangzhou: Zhejiang University, 2005. (in Chinese)
|
[6] |
韩 煊, 李 宁, STANDING J R. Peck公式在我国隧道施工地面变形预测中的适用性分析[J]. 岩土力学,2007,28(1):23-28,35. (HAN X, LI N, STANDING J R. An adaptability study of Gaussian equation applied to predicting ground settlements induced by tunneling in China[J]. Rock and Soil Mechanics,2007,28(1):23-28,35. (in Chinese) doi: 10.3969/j.issn.1000-7598.2007.01.005
HAN X, LI N, STANDING J R. An adaptability study of Gaussian equation applied to predicting ground settlements induced by tunneling in China[J]. Rock and Soil Mechanics, 2007, 28(1): 23-28,35. (in Chinese) doi: 10.3969/j.issn.1000-7598.2007.01.005
|
[7] |
刘俊杰, 刘俊伟, 任晓敏, 等. 土岩复合地层隧道盾构开挖地表沉降Peck公式修正[J]. 河南理工大学学报(自然科学版),2022,41(2):171-177. (LIU J J, LIU J W, REN X M, et al. Modification of Peck formula for ground settlement caused by shield tunneling in soil-rock composite stratum[J]. Journal of Henan Polytechnic University (Natural Science),2022,41(2):171-177. (in Chinese)
LIU J J, LIU J W, REN X M, et al. Modification of Peck formula for ground settlement caused by shield tunneling in soil-rock composite stratum[J]. Journal of Henan Polytechnic University (Natural Science), 2022, 41(2): 171-177. (in Chinese)
|
[8] |
韩 煊, 李 宁. 隧道施工引起地层位移预测模型的对比分析[J]. 岩石力学与工程学报,2007,26(3):594-600. (HAN X, LI N. Comparative analysis of strata prediction models for ground movement induced by tunnel construction[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(3):594-600. (in Chinese) doi: 10.3321/j.issn:1000-6915.2007.03.022
HAN X, LI N. Comparative analysis of strata prediction models for ground movement induced by tunnel construction[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(3): 594-600. (in Chinese) doi: 10.3321/j.issn:1000-6915.2007.03.022
|
[9] |
徐 新, 付江山, 吴晓斌, 等. 矩形顶管施工引起的地表沉降研究[J]. 公路工程,2017,42(4):4-9. (XU X, FU J S, WU X B, et al. Research of surface settlement induced by rectangular pipe-jacking construction[J]. Highway Engineering,2017,42(4):4-9. (in Chinese) doi: 10.3969/j.issn.1674-0610.2017.04.002
XU X, FU J S, WU X B, et al. Research of surface settlement induced by rectangular pipe-jacking construction[J]. Highway Engineering, 2017, 42(4): 4-9. (in Chinese) doi: 10.3969/j.issn.1674-0610.2017.04.002
|
[10] |
徐 强, 朱永全, 雷升祥, 等. 隧道下穿施工引起既有隧道及地层变形预测的改进随机介质理论模型[J]. 岩土工程学报,2023,45(2):301-309. (XU Q, ZHU Y Q, LEI S X, et al. Improved stochastic medium theoretical model for predicting deformation of existing tunnels and strata caused by excavation of new undercrossing tunnels[J]. Chinese Journal of Geotechnical Engineering,2023,45(2):301-309. (in Chinese) doi: 10.11779/CJGE20211447
XU Q, ZHU Y Q, LEI S X, et al. Improved stochastic medium theoretical model for predicting deformation of existing tunnels and strata caused by excavation of new undercrossing tunnels[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(2): 301-309. (in Chinese) doi: 10.11779/CJGE20211447
|
[11] |
PECK R B. Deep excavations and tunneling in soft ground[C]//Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering. Mexico, 1969: 225-290.
|
[12] |
房营光, 莫海鸿, 张传英. 顶管施工扰动区土体变形的理论与实测分析[J]. 岩石力学与工程学报,2003,22(4):601-605. (FANG Y G, MO H H, ZHANG C Y. Theoretic and testing analysis of soil deformation in the area of disturbance caused by pipe-jacking[J]. Chinese Journal of Rock Mechanics and Engineering,2003,22(4):601-605. (in Chinese) doi: 10.3321/j.issn:1000-6915.2003.04.018
FANG Y G, MO H H, ZHANG C Y. Theoretic and testing analysis of soil deformation in the area of disturbance caused by pipe-jacking[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(4): 601-605. (in Chinese) doi: 10.3321/j.issn:1000-6915.2003.04.018
|
[13] |
魏 纲, 吴华君, 陈春来. 顶管施工中土体损失引起的沉降预测[J]. 岩土力学,2007,28(2):359-363. (WEI G, WU H J, CHEN C L. Prediction of settlement induced by ground loss during pipe jacking construction[J]. Rock and Soil Mechanics,2007,28(2):359-363. (in Chinese) doi: 10.3969/j.issn.1000-7598.2007.02.030
WEI G, WU H J, CHEN C L. Prediction of settlement induced by ground loss during pipe jacking construction[J]. Rock and Soil Mechanics, 2007, 28(2): 359-363. (in Chinese) doi: 10.3969/j.issn.1000-7598.2007.02.030
|
[14] |
许有俊, 王雅建, 冯 超, 等. 矩形顶管施工引起的地面沉降变形研究[J]. 地下空间与工程学报,2018,14(1):192-199. (XU Y J, WANG Y J, FENG C, et al. Research on ground deformation caused by rectangular pipe jacking construction[J]. Chinese Journal of Underground Space and Engineering,2018,14(1):192-199. (in Chinese)
XU Y J, WANG Y J, FENG C, et al. Research on ground deformation caused by rectangular pipe jacking construction[J]. Chinese Journal of Underground Space and Engineering, 2018, 14(1): 192-199. (in Chinese)
|
[15] |
林晓庆. 矩形顶管施工对邻近地下管线的影响分析[D]. 广州: 广州大学, 2012. (LIN X Q. Influencing analysis of rectangular pipe jacking construction on the adjacent underground pipeline[D]. Guangzhou: Guangzhou University, 2012. (in Chinese)
LIN X Q. Influencing analysis of rectangular pipe jacking construction on the adjacent underground pipeline[D]. Guangzhou: Guangzhou University, 2012. (in Chinese)
|