| [1] |
SHIRLAW J N. Observed and calculated pore pressure and deformations induced by an earth balance shield discussion[J]. Canadian Geotechnical Journal，1995，32(1)：181-189.
|
| [2] |
黄宏伟，陈 龙，胡群芳，等. 隧道及地下工程的全寿命风险管理[M]. 北京：科学出版社，2010：215-220.(HUANG Hongwei，CHEN Long，HU Qunfang，et al. Lifetime risk management of tunnels and underground engineering[M]. Beijing：Science Press，2010：215-220.(in Chinese))
|
| [3] |
WANG F Y，HUANG H W. Theoretical analysis of the joint leakage in shield tunnel considering the typical deformation mode[J]. International Journal of Geomechanics，2020，20(12)：1-13.
|
| [4] |
李翔宇，李新源，秋仁东，等. 局部渗漏水对盾构隧道长期沉降的影响规律[J]. 东南大学学报：自然科学版，2016，46(增1)：197-203.(LI Xiangyu，LI Xinyuan，QIU Rendong，et al. Law of long-term settlement of shield tunnel influenced by partial leakage[J]. Journal of Southeast University：Natural Science Edition，2016，46(Supp.1)：197-203.(in Chinese))
|
| [5] |
王洪刚. 盾构隧道不同渗漏条件对地层及隧道的影响研究[硕士学位论文][D]. 南宁：广西大学，2018.(WANG Honggang. Study on influence of different leakage conditions on strata and shield tunnel[M. S. Thesis][D]. Nanning：Guangxi University，2018.(in Chinese))
|
| [6] |
胡向东，白 楠，李鸿博. 圣彼得堡地铁1号线区间隧道事故分析[J]. 隧道建设，2008，28(4)：418-422.(HU Xiangdong，BAI Nan，LI Hongbo. Analysis on tunnel accident on Line 1 of Saint Petersburg metro[J]. Tunnel Construction，2008，28(4)：418-422.(in Chinese))
|
| [7] |
王志良，申林方，伍 曾. 盾构隧道局部渗漏水对周围土体孔隙水压力的影响[J]. 现代隧道技术，2017，54(1)：89-95.(WANG Zhiliang，SHEN Linfang，WU Zeng. Influence of local water leakage of shield tunnels on the pore water pressure of soil masses[J]. Modern Tunnelling Technology，2017，54(1)：89-95.(in Chinese))
|
| [8] |
张治国，程志翔，张孟喜，等. 考虑衬砌渗透性的盾构下穿既有隧道纵向结构错台变形研究[J]. 中国公路学报，2022，35(11)：180-194.(ZHANG Zhiguo，CHENG Zhixiang，ZHANG Mengxi，et al. Dislocation deformation of existing longitudinal tunnel structure induced by shield tunneling by under-crossing considering influence of lining permeability[J]. China Journal of Highway and Transport，2022，35(11)：180-194.(in Chinese))
|
| [9] |
WU H N，SHEN S L，CHEN R P，et al. Three-dimensional numerical modelling on localized leakage in segmental lining of shield tunnels[J]. Computers and Geotechnics，2020，122：103549.
|
| [10] |
GONG C J，WANG Y Y，PENG Y C，et al. Three-dimensional coupled hydromechanical analysis of localized joint leakage in segmental tunnel linings[J]. Tunnelling and Underground Space Technology，2022，130：104726.
|
| [11] |
郑 刚，戴 轩. 灾害环境下隧道不同部位漏水对于周围土体及平行隧道的影响研究[J]. 岩石力学与工程学报，2015，34(增1)：3 196-3 207.(ZHENG Gang，DAI Xuan. Influence of different leakage positions of tunnel on surrounding soils and parallel tunnel under disaster environment[J]. Chinese Journal of Rock Mechanics and Engineering，2015，34(Supp.1)：3 196-3 207.(in Chinese))
|
| [12] |
张冬梅，黄宏伟，杨 峻. 衬砌局部渗流对软土隧道地表长期沉降的影响研究[J]. 岩土工程学报，2005，27(12)：1 430-1 436.(ZHANG Dongmei，HUANG Hongwei，YANG Jun. Influence of partial drainage of linings on long-term surface settlement over tunnels in soft soils[J]. Chinese Journal of Geotechnical Engineering，2005，27(12)：1 430-1 436.(in Chinese))
|
| [13] |
吴怀娜，胡蒙达，许烨霜，等. 管片局部渗漏对地铁隧道长期沉降的影响规律[J]. 地下空间与工程学报，2009，5(增2)：1 608-1 611. (WU Huaina，HU Mengda，XU Yeshuang，et al. Law of influence of segment leakage on long-term tunnel settlement[J]. Chinese Journal of Underground Space and Engineering，2009，5(Supp.2)：1 608-1 611.(in Chinese))
|
| [14] |
童 磊. 软土浅埋隧道变形、渗流及固结性状研究[博士学位论文][D]. 杭州：浙江大学，2010.(TONG Lei. Studies on land subsidence，seepage field and consolidation behavior of soft soil around a shallow circular tunnel[Ph. D. Thesis][D]. Hangzhou：Zhejiang University，2010.(in Chinese))
|
| [15] |
詹美礼，钱家欢，陈绪禄. 黏弹性地基中洞周土体固结问题的解析解[J]. 河海大学学报，1993，21(2)：54-60.(ZHAN Meili，QIAN Jiahuan，CHEN Xulu. Theoretical analysis for consolidation of viscoelastic clay about circular tunnels in foundations[J]. Journal of Hohai University，1993，21(2)：54-60.(in Chinese))
|
| [16] |
张冬梅，黄宏伟，王箭明. 软土隧道地表长期沉降的黏弹性流变与固结耦合分析[J]. 岩石力学与工程学报，2003，22(增1)：2 359-2 362. (ZHANG Dongmei，HUANG Hongwei，WANG Jianming. Analysis of long-term settlements over tunnels using visco-elastic constitutive model coupled with consolidation theory[J]. Chinese Journal of Rock Mechanics and Engineering，2003，22(Supp.1)：2 359-2 362.(in Chinese))
|
| [17] |
CAO Y，JIANG J，XIE K H，et al. Analytical solutions for nonlinear consolidation of soft soil around a shield tunnel with idealized sealing linings[J]. Computers and Geotechnics，2014，61：144-152.
|
| [18] |
王志良，瞿嘉安，申林方，等. 泥炭质土层盾构施工扰动引起隧道长期沉降的研究[J]. 岩土工程学报，2017，39(8)：1 416-1 424. (WANG Zhiliang，QU Jiaan，SHEN Linfang，et al. Long-term settlement of tunnel caused by shield tunneling in peaty soil[J]. Chinese Journal of Geotechnical Engineering，2017，39(8)：1 416-1 424.(in Chinese))
|
| [19] |
黄明华，胡可馨，赵明华. 分数阶黏弹性地基中洞周超孔隙水压力消散特性分析[J]. 岩土工程学报，2020，42(8)：1 446-1 455. (HUANG Minghua，HU Kexin，ZHAO Minghua. Dissipation characteristics of excess pore-water pressure around tunnels in viscoelastic foundation using a fractional-derivative model[J]. Chinese Journal of Geotechnical Engineering，2020，42(8)：1 446-1 455.(in Chinese))
|
| [20] |
王奎华，应宏伟. 广义Voigt土模型条件下桩的纵向振动响应与应用[J]. 固体力学学报，2003，24(3)：293-303.(WANG Kuihua，YING Hongwei. Vibration of inhomogeneous pile embedded in layered soils with general Voigt models[J]. Acta Mechanica Solida Sinica，2003，24(3)：293-303.(in Chinese))
|
| [21] |
赵维炳，施健勇. 软土固结与流变[M]. 南京：河海大学出版社，1996：189-191.(ZHAO Weibing，SHI Jianyong. Consolidation and rheology of soft soil[M]. Nanjing：Hohai University Press，1996：189-191.(in Chinese))
|
| [22] |
赵维炳. 广义Voigt 模型模拟的饱和土体轴对称固结理论解[J]. 河海大学学报，1988，16(5)：47-56.(ZHAO Weibing. Theoretical solution to symmetrical consolidation of saturated clays with generalized voigt model[J]. Journal of Hohai University，1988，16(5)：47-56.(in Chinese))
|
| [23] |
LI X. Stress and displacement field around a deep circular tunnel with partial sealing[J]. Computers and Geotechnics，1999，24(2)：125-140.
|
| [24] |
包鹤立. 衬砌局部渗漏条件下软土盾构隧道的长期性态研究[博士学位论文][D]. 上海：同济大学，2008.(BAO Heli. Research on the long-term behavior of shield tunnel with partially sealed linings in soft soil[Ph. D. Thesis][D]. Shanghai：Tongji University，2008.(in Chinese))
|
| [25] |
吴怀娜，沈水龙，马宇宏，等. 上海越江隧道渗漏现状调查与分析[J]. 地下空间与工程学报，2013，9(3)：663-668.(WU Huaina，SHEN Shuilong，MA Yuhong，et al. Investigation and analysis on the leakage of the river-crossing tunnels in shanghai[J]. Chinese Journal of Underground Space and Engineering，2013，9(3)：663-668.(in Chinese))
|
| [26] |
江亲华. 浅埋隧道衬砌渗漏水条件下地层应力变形和长期固结沉降的计算方法研究[硕士学位论文][D]. 北京：北京交通大学，2018. (JIANG Qinhua. Analytical study on the stress-displacement and long term consolidation settlement of shallow tunnels under liner partial leakage conditions[M. S. Thesis][D]. Beijing：Beijing Jiaotong University，2018.(in Chinese))
|
| [27] |
黄宏伟，臧小龙. 盾构隧道纵向变形性态研究分析[J]. 地下空间，2002，22(3)：244-251.(HUANG Hongwei，ZANG Xiaolong. Research and analysis on longitudinal deformation characteristics of shield tunnel[J]. Underground Space，2002，22(3)：244-251.(in Chinese))
|
| [28] |
宗梦繁，吴文兵，梅国雄，等. 连续排水边界条件下土体一维流变固结解析解[J]. 工程力学，2019，36(9)：79-88.(ZONG Mengfan，WU Wenbin，MEI Guoxiong，et al. Analytical solution for one-dimensional rheological consolidation of soil based on continuous drainage boundary[J]. Engineering Mechanics，2019，36(9)：79-88.(in Chinese))
|
| [29] |
XIE K H，XIE X Y，LI B H. Analytical theory for one-dimensional consolidation of clayey soils exhibiting rheological characteristics under time-dependent loading[J]. International Journal for Numerical and Analytical Methods in Geomechanics，2008，32(14)：1 833-1 855.
|
2024, Vol. 43 
