参考文献/References:
[1]李骥.PBA工法地铁车站密贴下穿既有车站工程风险控制研究[D].北京:北京交通大学,2016.
LI Ji. Research on risk control of PBA method subway station under the existing station engineering[D]. Beijing:Beijing Jiaotong University,2016.
[2]中国城市轨道交通协会.城市轨道交通2018年度统计和分析报告[J].城市轨道交通,2019,7(4):16-34.
China Urban Rail Transit Association.Urban rail transit 2018 annual statistics and analysis report[J]. Urban Rail Transit,2019,7(4):16-34.
[3]秦东平.地铁施工变形对邻近建筑物安全影响分析[D]. 北京:北京交通大学,2016.
QIN Dongping. Analysis on the safety impact of subway construction deformation on adjacent buildings[D]. Beijing:Beijing Jiaotong University,2016.
[4]陈志敏,欧尔峰,马丽娜. 隧道及地下工程[M].北京:清华大学出版社,2014.
CHEN Zhimin,OU Erfeng,MA Lina. Tunnel and Underground Engineering[M]. Beijing:Qinghua University Press,2014.
[5]王凯. 全风化花岗岩富水地层注浆加固机理及应用[D].济南:山东大学,2017.
WANG Kai. Reinforcement mechanism and application of grouting in water-rich strata of fully weathered granite[D]. Jinan:Shandong University,2017.
[6]阮文军.基于浆液黏度时变性的岩体裂隙注浆扩散模型[J].岩石力学与工程学报,2005,24(15):2709-2714.
RUAN Wenjun. Grouting diffusion model of rock mass fracture based on time-varying grout viscosity[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(15):2709-2714.
[7]陈治. 砂性地层盾构隧道同步注浆浆液渗透扩散机理研究[D].西安:长安大学,2016.
CHEN Zhi. Study on mechanism of penetration and diffusion of synchronous grouting for shield tunnel in sandy stratum[D].Xi’an:Chang’an University,2016.
[8]杨志全,侯克鹏,程涌,等.幂律型流体的柱-半球形渗透注浆机制研究[J].岩石力学与工程学报,2014,33(S2):3840-3846.
YANG Zhiquan,HOU Kepeng,CHENG Yong,et al. Study of column-hemispherical penetration grouting mechanism based on power-law fluid[J]. Chinese Journal of Rock Mechanics and Engineering,2014,33(S2):3840-3846.
[9]杨志全,牛向东,侯克鹏,等.流变参数时变性幂律型水泥浆液的柱形渗透注浆机制研究[J].岩石力学与工程学报,2015,34(7):1415-1425.
YANG Zhiquan,NIU Xiangdong,HOU Kepeng,et al. Columnar diffusion of cement grout with time dependent rheological parameters[J]. Chinese Journal of Rock Mechanics and Engineering,2015,34(7):1415-1425.
[10]杨志全,侯克鹏,郭婷婷,等.黏度时变性宾汉体浆液的柱-半球形渗透注浆机制研究[J].岩土力学,2011,32(9):2697-2703.
YANG Zhiquan,HOU Kepeng,GUO Tingting,et al. Study of column-hemispherical penetration grouting mechanism based on Bingham fluid of time-dependent behavior of viscosity[J]. Rock and Soil Mechanics,2011,32(9):2697-2703.
[11]杨志全,侯克鹏,郭婷婷,等.基于考虑时变性的宾汉姆流体的渗透注浆机理研究[J].四川大学学报(工程科学版),2011,43(S1):67-72.
YANG Zhiquan,HOU Kepeng,GUO Tingting,et al. Study on the mechanism of penetration grouting of Bingham fluid considering time-varying properties[J]. Journal of Sichuan University(Engineering Science Edition),2011,43(S1):67-72.
[12]叶飞,苟长飞,陈治,等.盾构隧道黏度时变性浆液壁后注浆渗透扩散模型[J].中国公路学报,2013,26(1):127-134.
YE Fei,GOU Changfei,CHEN Zhi,et al. Shield tunnel viscosity time-varying slurry wall back grouting seepage diffusion model[J]. China Journal of Highway and Transport,2013,26(1):127-134.
[13]叶飞,苟长飞,刘燕鹏,等.盾构隧道壁后注浆浆液时变半球面扩散模型[J].同济大学学报(自然科学版),2012,40(12):1789-1794.
YE Fei,GOU Changfei,LIU Yanpeng,et al. Half-spherical surface diffusion model of shield tunnel back-filled grouts[J]. Journal of Tongji University(Natural Science),2012,40(12):1789-1794.
[14]张连震,张庆松,张霄,等.动水条件下渗透注浆扩散机理研究[J].现代隧道技术,2017,54(1):74-82.
ZHANG Lianzhen,ZHANG Qingsong,ZHANG Xiao,et al. Study on diffusion mechanism of seepage grouting under hydrodynamic conditions[J]. Modern Tunnelling Technology,2017,54(1):74-82.
[15]张庆松,李鹏,张霄,等.隧道断层泥注浆加固机制模型试验研究[J].岩石力学与工程学报,2015,34(5):924-934.
ZHANG Qingsong,LI Peng,ZHANG Xiao,et al. Model test study on grouting reinforcement mechanism of tunnel fault gouge[J]. Chinese Journal of Rock Mechanics and Engineering,2015,34(5):924-934.
[16]彭立敏,施成华.地下铁道[M].长沙:中南大学出版社,2016.
PENG Limin,SHI Chenghua. Underground railway[M]. Changsha:Central South University Press,2016.
[17]李术才,韩伟伟,张庆松,等.地下工程动水注浆速凝浆液黏度时变特性研究[J].岩石力学与工程学报,2013,32(1):1-7.
LI Shucai,HAN Weiwei,ZHANG Qingsong,et al. Research on time-dependent behavior of viscosity of fast curing grouts in underground construction grouting[J]. Chinese Journal of Rock Mechanics and Engineering,2013,32(1):1-7.
[18]李术才,刘人太,张庆松,等.基于黏度时变性的水泥-玻璃浆液扩散机制研究[J].岩石力学与工程学报,2013,32(12):2415-2421.
LI Shucai,LIU Rentai,ZHANG Qingsong,et al. Study on diffusion mechanism of C-S slurry based on time-varying viscosity[J]. Chinese Journal of Rock Mechanics and Engineering,2013,32(12):2415-2421.
[19]刘人太,张连震,张庆松,等.速凝浆液裂隙动水注浆扩散数值模拟与试验验证[J].岩石力学与工程学报,2017,36(S1):3297-3306.
LIU Rentai,ZHANG Lianzhen,ZHANG Qingsong,et al. Numerical simulation of crack grouting process of quick setting slurry with running water and its experimental verification[J]. Chinese Journal of Rock Mechanics and Engineering,2017,36(S1):3297-3306.
[20]叶飞,孙昌海,毛家骅,等.考虑黏度时效性与空间效应的C-S双液浆盾构隧道管片注浆机理分析[J].中国公路学报,2017,30(8):49-56.
YE Fei,SUN Changhai,MAO Jiahua,et al. Analysis on grouting mechanism for shield tunnel segment by C-S mixed grout in consideration of time-dependent and space effect of viscosity[J]. China Journal of Highway and Transport,2017,30(8):49-56.
[21]李术才,孙子正,刘人太,等.基于裂隙动水注浆的水泥-水玻璃浆液相界面特征研究[J].岩石力学与工程学报,2013,32(08):1640-1646.
LI Shucai,SUN Zizheng,LIU Rentai,et al. Research on phase interface characteristics of cement-silicate grout based on crack grouting with dynamic water[J]. Chinese Journal of Rock Mechanics and Engineering,2013,32(08):1640-1646.
[22]张连震,张庆松,刘人太,等.考虑浆液黏度时空变化的速凝浆液渗透注浆扩散机制研究[J].岩土力学,2017,38(2):443-452.
ZHANG Lianzhen,ZHANG Qingsong,LIU Rentai,et al. Study on diffusion mechanism of quick-setting grout seepage grouting considering time-space variation of grout viscosity[J]. Rock and Soil Mechanics,2017,38(2):443-452.
[23]孔祥言.高等渗流力学[M].合肥:中国科学技术大学出版社,2010.
KONG Xiangyan. Advanced mechanics of fluids in porous media[M]. Hefei:University of Science and Technology of China Press,2010.
[24]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.
ZHANG Yufan. Study on tunnel floating and segment dislocation due to synchronous grouting in shield tunnel construction[D]. Chengdu:Southwest Jiaotong University,2018.
[25]张伟,陈文义.流体力学[M].天津:天津大学出版社,2009.
ZHANG Wei,CHEN Wenyi. Fluid mechanics[M]. Tianjin:Tianjin University Press,2009.
[26]金鑫,王铁行,于康康,罗扬,左腾飞. 水玻璃自渗注浆加固原状黄土效果及评价[J]. 西安建筑科技大学学报(自然科学版),2016,48(4):516-521.
Jin Xin,Wang TieHang,Yu kangkang,Zuo TengFei. Effect assessment of sodium silicate self-permeated grouting in intact loess[J]. J. of Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2016,48(4):516-521.
(编辑 桂智刚)