Citation: | Yang Zhiyong, Yang Xing, Zhang Changwang, Sun Zhengyang, Jiang Yusheng, Shao Xiaokang. Research on theoretical calculation model of shield segments floating amount and floating control measures[J]. Journal of Mining Science and Technology, 2021, 6(5): 591-597, 605. doi: 10.19606/j.cnki.jmst.2021.05.008 |
[1] |
汤扬屹, 吴贤国, 陈虹宇, 等. 基于云模型与D-S证据理论的盾构施工隧道管片上浮风险评价[J]. 隧道建设: 中英文, 2019, 39(12): 2011-2019. doi: 10.3973/j.issn.2096-4498.2019.12.011
Tang Yangyi, Wu Xianguo, Chen Hongyu, et al. Evaluation of floating risk of shield tunnel segments based on cloud model and D-S evidence theory[J]. Tunnel Construction, 2019, 39(12): 2011-2019. doi: 10.3973/j.issn.2096-4498.2019.12.011
|
[2] |
董林伟, 杨志勇, 江玉生, 等. 暗挖装配式区间管片接缝密封垫老化研究[J]. 矿业科学学报, 2021, 6(2): 196-203. doi: 10.19606/j.cnki.jmst.2021.02.007
Dong Linwei, Yang Zhiyong, Jiang Yusheng, et al. Study on the gasket durability in the segment joint of subsurface excavated fabricated section[J]. Journal of Mining Science and Technology, 2021, 6(2): 196-203. doi: 10.19606/j.cnki.jmst.2021.02.007
|
[3] |
黄仁东, 金浩, 蒙水儒. 基于理想点法的盾构隧道管片上浮致伤诊断[J]. 中国安全科学学报, 2013, 23(1): 48-54. https://www.cnki.com.cn/Article/CJFDTOTAL-ZAQK201301009.htm
Huang Rendong, Jin Hao, Meng Shuiru. Diagnosis of damage caused by shield tunnel segment floating up based on ideal point method[J]. China Safety Science Journal, 2013, 23(1): 48-54. https://www.cnki.com.cn/Article/CJFDTOTAL-ZAQK201301009.htm
|
[4] |
李强, 甘鹏路, 钟小春. 盾构隧道管片壁后注浆厚度对隧道抗浮影响研究[J]. 现代隧道技术, 2019, 56(6): 27-35. https://www.cnki.com.cn/Article/CJFDTOTAL-XDSD201906004.htm
Li Qiang, Gan Penglu, Zhong Xiaochun. Study on effect of backfilling grouting thickness on anti-floating of the shield tunnel[J]. Modern Tunnelling Technology, 2019, 56(6): 27-35. https://www.cnki.com.cn/Article/CJFDTOTAL-XDSD201906004.htm
|
[5] |
Watanabe K, Sawada R, Koseki J. Uplift mechanism of open-cut tunnel in liquefied ground and simplified method to evaluate the stability against uplifting[J]. Soils and Foundations, 2016, 56(3): 412-426. doi: 10.1016/j.sandf.2016.04.008
|
[6] |
叶飞, 朱合华, 何川. 盾构隧道壁后注浆扩散模式及对管片的压力分析[J]. 岩土力学, 2009, 30(5): 1307-1312. doi: 10.3969/j.issn.1000-7598.2009.05.020
Ye Fei, Zhu Hehua, He Chuan. Back-filled grouts diffusion model and its pressure to segments of shield tunnel[J]. Rock and Soil Mechanics, 2009, 30(5): 1307-1312. doi: 10.3969/j.issn.1000-7598.2009.05.020
|
[7] |
叶飞, 朱合华, 丁文其, 等. 施工期盾构隧道上浮机理与控制对策分析[J]. 同济大学学报: 自然科学版, 2008, 36(6): 738-743. doi: 10.3321/j.issn:0253-374X.2008.06.006
Ye Fei, Zhu Hehua, Ding Wenqi, et al. Analysis and control of upward moving of shield tunnel under construction[J]. Journal of Tongji University: Natural Science, 2008, 36(6): 738-743. doi: 10.3321/j.issn:0253-374X.2008.06.006
|
[8] |
肖明清, 孙文昊, 韩向阳. 盾构隧道管片上浮问题研究[J]. 岩土力学, 2009, 30(4): 1041-1045, 1056. doi: 10.3969/j.issn.1000-7598.2009.04.031
Xiao Mingqing, Sun Wenhao, Han Xiangyang. Research on upward moving of segments of shield tunel[J]. Rock and Soil Mechanics, 2009, 30(4): 1041-1045, 1056. doi: 10.3969/j.issn.1000-7598.2009.04.031
|
[9] |
舒瑶, 季昌, 周顺华, 等. 考虑地层渗透性的盾构隧道施工期管片上浮预测[J]. 岩石力学与工程学报, 2017, 36(S1): 3516-3524. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2017S1046.htm
Shu Yao, Ji Chang, Zhou Shunhua, et al. Prediction for shield tunnel segment uplift considering the effect of stratum permeability[J]. Chinese Journal of Rock Mechanics and Engineering, 2017, 36(S1): 3516-3524. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2017S1046.htm
|
[10] |
梁禹, 阳军生, 林辉. 大直径盾构隧道施工阶段管片上浮与受力研究[J]. 现代隧道技术, 2016, 53(3): 91-97. https://www.cnki.com.cn/Article/CJFDTOTAL-XDSD201603013.htm
Liang Yu, Yang Junsheng, Lin Hui. On segment floating and relevant mechanical behaviors during large Diameter shield tunnelling[J]. Modern Tunnelling Technology, 2016, 53(3): 91-97. https://www.cnki.com.cn/Article/CJFDTOTAL-XDSD201603013.htm
|
[11] |
张君, 赵林, 周佳媚, 等. 盾构隧道管片上浮的机制研究[J]. 铁道标准设计, 2016, 60(10): 88-93. https://www.cnki.com.cn/Article/CJFDTOTAL-TDBS201610020.htm
Zhang Jun, Zhao Lin, Zhou Jiamei, et al. Research on upward moving mechanism for segment of shield tunnel[J]. Railway Standard Design, 2016, 60(10): 88-93. https://www.cnki.com.cn/Article/CJFDTOTAL-TDBS201610020.htm
|
[12] |
魏纲, 洪杰, 魏新江. 盾构隧道施工阶段管片上浮的力学分析[J]. 岩石力学与工程学报, 2012, 31(6): 1257-1263. doi: 10.3969/j.issn.1000-6915.2012.06.022
Wei Gang, Hong Jie, Wei Xinjiang. Mechanical analysis of segment floating during shield tunnel construction[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(6): 1257-1263. doi: 10.3969/j.issn.1000-6915.2012.06.022
|
[13] |
Bezuijen A, Talmon A M, Kaalberg F J, et al. Field measurements of grout pressures during tunnelling of the sophia rail tunnel[J]. Soils and Foundations, 2004, 44(1): 39-48. doi: 10.3208/sandf.44.39
|
[14] |
钟小春, 罗近海, 邓有春, 等. 稳定地层盾尾管片壁后注浆窜浆机理及模型试验[J]. 隧道与地下工程灾害防治, 2020, 2(2): 58-65. https://www.cnki.com.cn/Article/CJFDTOTAL-SDZH202002009.htm
Zhong Xiaochun, Luo Jinhai, Deng Youchun, et al. Escaping mechanism of shield tail grouting and its model test during shield tunnelling surrounding rock stratum[J]. Hazard Control in Tunnelling and Underground Engineering, 2020, 2(2): 58-65. https://www.cnki.com.cn/Article/CJFDTOTAL-SDZH202002009.htm
|
[15] |
Maghous S, Saada Z, Dormieux L, et al. A model for in situ grouting with account for particle filtration[J]. Computers and Geotechnics, 2007, 34(3): 164-174. doi: 10.1016/j.compgeo.2006.11.003
|
[16] |
张雨帆. 盾构隧道施工期同步注浆引起隧道上浮及管片错台研究[D]. 成都: 西南交通大学, 2018.
|
[17] |
许延春, 张二蒙, 赵霖, 等. 黏度对浆液在裂隙岩体中扩散与充填规律的影响[J]. 矿业科学学报, 2021, 6(1): 71-81. doi: 10.19606/j.cnki.jmst.2021.01.008
Xu Yanchun, Zhang Ermeng, Zhao Lin, et al. Study on the law of influence by slurry viscosity on the fractured aquifer grouting and diffusion[J]. Journal of Mining Science and Technology, 2021, 6(1): 71-81. doi: 10.19606/j.cnki.jmst.2021.01.008
|
[18] |
韦征, 江玉生. 基于Timoshenko梁的盾构上跨对既有隧道纵向变形影响研究[J]. 矿业科学学报, 2021, 6(1): 30-41. doi: 10.19606/j.cnki.jmst.2021.01.004
Wei Zheng, Jiang Yusheng. Study on the influence of above-crossing tunneling on the existing shield tunnels based on Timoshenko beam[J]. Journal of Mining Science and Technology, 2021, 6(1): 30-41. doi: 10.19606/j.cnki.jmst.2021.01.004
|
[19] |
邱军领, 赖金星, 刘炽, 等. 盾构隧道壁后空洞注浆对管片受力特性的影响[J]. 解放军理工大学学报: 自然科学版, 2016, 17(4): 364-370. https://www.cnki.com.cn/Article/CJFDTOTAL-JFJL201604010.htm
Qiu Junling, Lai Jinxing, Liu Chi, et al. Mechanics effects of backing void grouting on shield tunnel segment[J]. Journal of PLA University of Science and Technology: Natural Science Edition, 2016, 17(4): 364-370. https://www.cnki.com.cn/Article/CJFDTOTAL-JFJL201604010.htm
|
[20] |
舒瑶, 周顺华, 季昌, 等. 多变复合地层盾构隧道施工期管片上浮实测数据分析与量值预测[J]. 岩石力学与工程学报, 2017, 36(S1): 3464-3474. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2017S1040.htm
Shu Yao, Zhou Shunhua, Ji Chang, et al. Analysis of shield tunnel segment uplift data and uplift value forecast during tunnel construction in variable composite formation[J]. Chinese Journal of Rock Mechanics and Engineering, 2017, 36(S1): 3464-3474. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2017S1040.htm
|
[21] |
阙仁波, 王奎华. 复平面上超越方程的数值解法及其应用[J]. 科技通报, 2008, 24(2): 149-153. doi: 10.3969/j.issn.1001-7119.2008.02.001
Que Renbo, Wang Kuihua. Numerical algorithms for transcendental equations in A complex plane and its applications[J]. Bulletin of Science and Technology, 2008, 24(2): 149-153. doi: 10.3969/j.issn.1001-7119.2008.02.001
|
[22] |
Liang Y, Zhang J, Lai Z S, et al. Temporal and spatial distribution of the grout pressure and its effects on lining segments during synchronous grouting in shield tunnelling[J]. European Journal of Environmental and Civil Engineering, 2020, 24(1): 79-96. doi: 10.1080/19648189.2017.1364299
|