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Zhong-Kai Huang, Kyriazis Pitilakis, Grigorios Tsinidis, Sotirios Argyroudis, Dong-Mei Zhang*. Seismic vulnerability of circular tunnels in soft soil deposits: The case of Shanghai metropolitan system. Tunnelling and underground space technology. Accepted. SCI
Dong-Mei Zhang*, Wei-Wei Du, Mao-Zhu Peng, Shi-Jin Feng, Zi- Li Li. Experimental and numerical study of internal erosion around submerged defective pipe. Tunnelling and underground space technology. Accepted. SCI
Dong-Ming Zhang, Dong-Mei Zhang, Kenichi Soga, Hong-Wei Huang* and Fei Wang. Rehabilitation of Over-deformed Metro Tunnel in Shanghai by Multiple Repair Measures. Journal of Geotechnical and Geoenvironmental Engineering. Accepted, SCI
Jie Zhang, Zhi Zheng, Yong-Chang Cai, Ning Li, Dong-Mei Zhang*. A FORM-based Approach for Probabilistic Analysis in Geotechnics -Application to a Reinforced Concrete Drainage Culvert. International Journal for Numerical and Analytical Methods in Geomechanics, Accepted, SCI
Zhen-Yu Yin, Bing-Qing Zhu, Yin-Fu Jin, Dong-Mei Zhang. Three-dimensional numerical analysis of two cross tunnels interaction in soft clay. Underground Space, Accepted
Jie Zhang, Xiangrui Duan*, Dong-Mei Zhang,* Wuzhou Zhai, Hongwei Huang. Probabilistic performance assessment of shield tunnels subjected to accidental surcharges. Structure and Infrastructure Engineering. Accepted, SCI
Jie Zhang, Zhi Zheng, Yongchang Cai, Ning Li, Dong-Mei Zhang. Computational method for geotechnical reliability analysis based on numerical models. International journal for numerical and analytical methods in geomechanics. Accepted, SCI
Dong-Ming Zhang, Hong-Wei Huang, Dong-Mei Zhang*, Zhi-Hong Li, Qin-Xin Zou. Centrifuge Modeling of Shallow Buried but Large Sectional Tunnel under Full Ring of Pipe Jacking Roof. Tunnelling and Underground Space technology. accepted, SCI
Dong-Mei Zhang*, Zhong-Kai Huang, Zi-Li Li, Xiang Zong, Dong-Ming Zhang. Analytical Solution for the response of an existing tunnel to a new tunnel excavation underneath. Computer and Geotechnics, 2019，108：197-211, SCI
Dong-Mei Zhang*, Cheng-Peng Gao and Zhen-Yu Yin. CFD-DEM modeling of seepage erosion around shield tunnels. Tunnelling and Underground Space Technology, 2019, 83: 60-72. SCI
Dong-mei Zhang*, Zi-sheng Liu, Ru-lu Wang, Dong-ming Zhang. Influence of grouting on rehabilitation of an over-deformed operating shield tunnel lining in soft clay. Acta Geotechnica. 2018, DOI:10.1007/s11440-018-0696-8, SCI
Dong-Mei Zhang*, Zhong-Kai Huang , Ru-Lu Wang , Jing-Ya Yan , Jie Zhang. Grouting-based treatment of tunnel settlement: Practice in Shanghai. Tunnelling and Underground Space Technology,2018,80:181-196. SCI
Huang Q, Huang H W, Ye B, Dong-Mei Zhang, Zhang F. Evaluation of train-induced settlement for metro tunnel in saturated clay based on an elastoplastic constitutive model[J]. Underground Space, 2017. (https://doi.org/10.1016/j.undsp.2017.10.001)
Huang Q, Huang H W, Ye B, Dong-Mei Zhang, Gu L L, Zhang F. Dynamic response and long-term settlement of a metro tunnel in saturated clay due to moving train load[J]. Soils & Foundations, 2017, 57(6):1059-1075. SCI
Yin Z Y, Zhu Q Y, Dong-Mei Zhang. Comparison of two creep degradation modeling approaches for soft structured soils[J]. Acta Geotechnica, 2017(1):1-19. SCI
Dong-Mei Zhang *, Huang Z K, Yin Z Y, et al. Predicting the grouting effect on leakage-induced tunnels and ground response in saturated soils[J]. Tunnelling & Underground Space Technology, 2017, 65:76-90. SCI
Jin Y F, Yin Z Y, Shen S L, Dong-Mei Zhang. A new hybrid real-coded genetic algorithm and its application to parameters identification of soils[J]. Inverse Problems in Science & Engineering, 2016:1-24. SCI
Zhu Q Y, Yin Z Y, Dong-Mei Zhang, et al. Numerical modeling of creep degradation of natural soft clays under one-dimensional condition[J]. KSCE Journal of Civil Engineering, 2016:1-11. SCI
Li J, Dong-Mei Zhang *, Hicher P Y, et al. Three-dimensional modelling of stress relaxation of soft clay under complex loading conditions[J]. European Journal of Environmental & Civil Engineering, 2016:1-13. SCI
Huang H W, Huang X, Dong-Mei Zhang. Centrifuge modelling of deep excavation over existing tunnels[J]. Geotechnical Engineering, 2015, 167(1):3-18. SCI
Jin Y F, Yin Z Y, Dong-Mei Zhang, et al. UNIFIED MODELING OF THE MONOTONIC AND CYCLIC BEHAVIORS OF SAND AND CLAY[J]. Acta Mechanica Solida Sinica, 2015, 28(2):111-132. SCI
Dong-Mei Zhang *, Ma L X, Zhang J, et al. Ground and tunnel responses induced by partial leakage in saturated clay with anisotropic permeability[J]. Engineering Geology, 2015, 189:104-115.SCI
Jin Y F, Yin Z Y, Dong-Mei Zhang, et al. Unified modelling of monotonic and cyclic behaviours for sand and clay[J]. Acm Sigchi Bulletin, 2014, 18(18):99-102. SCI
Yu C, Yin Z Y, Dong-Mei Zhang. Micromechanical modelling of phase transformation behaviour of a transitional soil [J]. Acta Mechanica Solida Sinica, 2014, 27(3):259-275. SCI
Wu H N, Chai J C, Xu Y S, Dong-Mei Zhang, Shen S L. Evaluation of train-load-induced settlement in metro tunnels[J]. Geotechnical Engineering, 2014:1-11. SCI
Wang F, Dong-Mei Zhang *, Zhu H H, et al. Impact of overhead excavation on an existing shield tunnel: field monitoring and a full 3D finite element analysis[J]. Computers Materials & Continua, 2013, 34(1):63-81. SCI
Dong-Mei Zhang *, Yin Z Y, Hicher P Y, et al. Analysis of cement-treated clay behavior by micromechanical approach[J]. Frontiers of Structural & Civil Engineering, 2013, 7(2):137-153.
Dong-Mei Zhang *, Ma L X, Huang H W, et al. Predicting leakage-induced settlement of shield tunnels in saturated clay[J]. Computer Modeling in Engineering & Sciences, 2012, 89(89):163-188. SCI
Dong-Mei Zhang *, Huang H W, Fan Z Y. Influence of leakage on tunnel behavior in soft soils[J]. Geotechnical Aspects of Underground Construction in Soft Ground, 2012: 433-440. SCI
Dong-Mei Zhang *, Huang H W, Bao W Y. Monitoring and modelling of riverside large deep excavation-induced ground movements in clays[J]. Geotechnical aspects of underground construction in soft ground.2009:215-221. EI
Yin Z Y, Dong-Mei Zhang, Hicher P Y, et al. Modelling of the time-dependent behaviour of soft soils using a simple elasto-viscoplastic model[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(6):880-888. EI
Dong-Mei Zhang *, Huang H W, Hicher P Y. Numerical prediction of long-term settlements over tunnels in clay[J]. Tunnelling and Underground Space Technology, 2004, 19(4 5): 379-386.
代表性国际会议论文
Dong-Mei Zhang, Du W W, Gao C P. Model Test of Seepage Erosion Around Defective Buried Pipelines[C]. Proceedings of GeoShanghai 2018 International Conference: Multi-physics Processes in Soil Mechanics and Advances in Geotechnical Testing, 2018:261-270.
Huang Z K, Dong-Mei Zhang, Peng, M Z, et al. Analytical Solution of Underneath Tunnelling-Induced Deformation of Existing Tunnel[C]. Proceedings of GeoShanghai 2018 International Conference: Tunnelling and Underground Construction, 2018:300-308.
Dong-Mei Zhang, Liu J. Shearing Behavior of Segmental Joints of Large-Diameter Shield Tunnel[C]. Proceedings of GeoShanghai 2018 International Conference: Tunnelling and Underground Construction, 2018:351-360.
Peng M Z, Dong-Mei Zhang, Zhao Y, et al. Dynamic Response of Tunnel Lining to Resonance Rubblization Induced Vibration in Pavement Renewal[C]. Proceedings of GeoShanghai 2018 International Conference: Tunnelling and Underground Construction, 2018:422-431.
Huang Z K, Dong-Mei Zhang, Huang H W. Assessing the Performance of Shield Tunnels Due to Corrosion Using Bayesian MCMC[C]. Geo-Risk, 2017:172-183.
Dong-Mei Zhang, Gao C P, Wang R L, et al. Numerical modeling of the seepage erosion process around tunnels using DEM[C]. ITA WTC 2015 Congress and 41st General Assembly, Dubrovnik, Croatia, 2015:22-28.
Liu Q, Dong-Mei Zhang, Huang H W. Tunnel Squat due to Surcharge in Soft Soil and Visualization Monitoring Conception with LEDS[C]. International Symposium on Advances in Ground Technology & Geo-Information, 2012:185-195.
Yang Z Y, Huang H W, Dong-Mei Zhang. Analysis on Ground Deformation Caused by Tunnelling of Large-Diameter Tunnel Boring Machine[C]. Geoshanghai International Conference, 2010:327-334.
代表性中文期刊论文
朱合华，丁文其，乔亚飞，王昕，韩传峰，张冬梅，李晓军.简析我国城市地下空间开发利用的问题与挑战. 地学前缘.2019，26（3）：22-31.
黄强，黄宏伟，张冬梅. 移动荷载作用下离散支承浮置板轨道振动响应研究[J]. 振动与冲击. 2018, 37(19): 190-197.
黄忠凯，张冬梅. 软土地区地表结构对盾构隧道地震响应影响的风险分析[J]. 自然灾害学报， 2018，27（4）：67-74.
张冬梅，杜伟伟，高程鹏. 间断级配砂土中管线破损引起的渗流侵蚀模型试验[J].岩土工程学报，2018，40（11）：2129-2135.
黄强，黄宏伟，张冬梅，黄栩. 移动简谐荷载作用下Kerr地基梁的稳态响应研究. 振动与冲击，2018，37（1）：14-20.
张冬梅, 冉龙洲, 闫静雅,等. 注浆对盾构隧道渗漏引起的孔隙水压力变化的影响[J]. 岩土力学, 2017(12):3427-3435.
张冬梅, 冉龙洲, 闫静雅. 注浆作用下渗漏水对隧道和地层沉降影响[J]. 同济大学学报(自然科学版), 2017, 45(4):497-503.
张冬梅, 高程鹏, 尹振宇,等. 隧道渗流侵蚀的颗粒流模拟[J]. 岩土力学, 2017(s1):429-438.
杨杰, 尹振宇, 黄宏伟, 金银富, 张冬梅. 基于扰动状态概念硬化参量的结构性黏土边界面模型[J]. 岩土工程学报, 2017, 39(3):554-561.
杨杰, 尹振宇, 黄宏伟, 金银富, 张冬梅. 面向边界面模型的切面算法扩展[J]. 岩土力学, 2017(12):3436-3444.
高程鹏, 张冬梅, 闫静雅. 邻近工程施工卸载再加载对已建盾构隧道影响的风险分析[J]. 武汉大学学报(工学版), 2016, 49(5):708-713. EI
张冬梅, 彭茂竹, 戴祥东, 闫静雅. 软土盾构隧道不均匀沉降注浆抬升机理[J]. 现代隧道技术, 2016, 53(s2):381-387.
张冬梅, 张兆远, 顾丽江. 拼装误差对盾构隧道承载力的影响研究[J]. 现代隧道技术, 2016, 53(s2):319-327.
杨宗金, 薛亚东, 张冬梅. TBM掘进机性能预测模型研究[J]. 现代隧道技术, 2016, 53(s2), 528-534.
张冬梅, 黄栩, 黄宏伟. 盾构隧道纵向变形引起的横向效应[J]. 同济大学学报(自然科学版), 2015, 43(2):205-212. EI
张冬梅, 李钰. 地铁荷载引起的盾构隧道及土层长期沉降研究[J]. 防灾减灾工程学报, 2015, 35(5):563-567.
张冬梅, 张博恺, 刘志刚. 管幕冻结法浅埋大断面隧道开挖方案对衬砌性态及地层位移的影响[J]. 隧道建设, 2015, 35(11):1121-1126.
黄强, 黄宏伟, 张冬梅. 移动荷载作用下Kerr地基梁稳态响应解答[J]. 地震工程学报, 2015, 37(2).
刘梓圣, 张冬梅. 软土盾构隧道芳纶布加固机理和效果研究[J]. 现代隧道技术, 2014, 51(5):155-160.EI
张冬梅, 邹伟彪, 闫静雅. 软土盾构隧道横向大变形侧向注浆控制机理研究[J]. 岩土工程学报, 2014, 36(12):2203-2212. EI
张冬梅, 宗翔, 黄宏伟. 盾构隧道掘进引起上方已建隧道的纵向变形研究[J]. 岩土力学, 2014, 35(9):2659-2666. EI
刘梓圣, 张冬梅. 软土盾构隧道芳纶布加固机理和效果研究[J]. 现代隧道技术, 2014, 51(5):155-160. EI
张冬梅, 刘印, 黄宏伟. 软土盾构隧道渗流引起的地层和隧道沉降[J]. 同济大学学报(自然科学版), 2013, 41(8):1185-1190. EI
王如路, 张冬梅. 超载作用下软土盾构隧道横向变形机理及控制指标研究[J]. 岩土工程学报, 2013, 35(6):1092-1101. EI
马龙祥, 张冬梅. 软土盾构隧道稳定渗流分析[J]. 地下空间与工程学报, 2013, 9(1):37-41.
刘印, 张冬梅, 黄宏伟. 盾构隧道局部长期渗水对隧道变形及地表沉降的影响分析[J]. 岩土力学, 2013, 34(1):290-298. EI
宗翔, 张冬梅, 黄宏伟. 博弈论在隧道及地下工程风险应对中的应用[J]. 地下空间与工程学报, 2012, 8(s2):1764-1767.
龚勋, 张冬梅, 黄宏伟. 二维空间随机场的浅基础极限承载力可靠度分析[J]. 地下空间与工程学报, 2012, 8(s2):1676-1679.
邹伟彪, 张冬梅, 蔡雄威. 基坑开挖对邻近地铁变形的实时监测与数值分析[J]. 地下空间与工程学报, 2012, 08(s2):1728-1731.
黄宏伟, 刘印, 张冬梅. 盾构隧道长期渗水对地表沉降及管片内力的影响[J]. 中国铁道科学, 2012, 33(6):36-43. EI
黄栩, 黄宏伟, 张冬梅. 开挖卸荷引起下卧已建盾构隧道的纵向变形研究[J]. 岩土工程学报, 2012, 34(7):1241-1249. EI
杨智勇, 黄宏伟, 张冬梅,等. 盾构隧道抗震分析的静力推覆方法[J]. 岩土力学, 2012, 33(5):1381-1388. EI
赵志强, 张冬梅. 临近基坑开挖对地铁区间隧道影响评价[J]. 地下空间与工程学报, 2011, 7(5):1040-1046.
刘印, 张冬梅, 黄宏伟. 基于纵向不均匀沉降的盾构隧道渗漏水机理分析[J]. 铁道工程学报, 2011, 28(5):66-70.
刘正根, 黄宏伟, 张冬梅. 沉管隧道接头三维非线性数值模拟[J]. 地下空间与工程学报, 2011, 7(4):691-694.
张冬梅, 樊振宇, 黄宏伟. 考虑接头力学特性的盾构隧道衬砌结构计算方法研究[J]. 岩土力学, 2010, 31(8):2546-2552. EI
张冬梅, 黄宏伟. 不同应力历史条件下软黏土强度时效特性[J]. 同济大学学报(自然科学版), 2008, 36(10):1320-1326. EI
包鹤立, 张冬梅, 黄宏伟. 深基坑开挖对相邻已建地铁车站的影响分析[J]. 现代隧道技术, 2007, 44 (增):32-35
孔令荣, 黄宏伟, 张冬梅,等. 不同固结压力下饱和软粘土孔隙分布试验研究[J]. 地下空间与工程学报, 2007, 3(6):1036-1040.
樊振宇, 黄宏伟, 张冬梅,等. 深长桩力学性态计算分析[J]. 地下空间与工程学报, 2007, 3(s1):1319-1323.
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):1430-1436. EI
代表性英文期刊论文
Zhong-Kai Huang, Kyriazis Pitilakis, Grigorios Tsinidis, Sotirios Argyroudis, Dong-Mei Zhang*. Seismic vulnerability of circular tunnels in soft soil deposits: The case of Shanghai metropolitan system. Tunnelling and underground space technology. Accepted. SCI
Dong-Mei Zhang*, Wei-Wei Du, Mao-Zhu Peng, Shi-Jin Feng, Zi- Li Li. Experimental and numerical study of internal erosion around submerged defective pipe. Tunnelling and underground space technology. Accepted. SCI
Dong-Ming Zhang, Dong-Mei Zhang, Kenichi Soga, Hong-Wei Huang* and Fei Wang. Rehabilitation of Over-deformed Metro Tunnel in Shanghai by Multiple Repair Measures. Journal of Geotechnical and Geoenvironmental Engineering. Accepted, SCI
Jie Zhang, Zhi Zheng, Yong-Chang Cai, Ning Li, Dong-Mei Zhang*. A FORM-based Approach for Probabilistic Analysis in Geotechnics -Application to a Reinforced Concrete Drainage Culvert. International Journal for Numerical and Analytical Methods in Geomechanics, Accepted, SCI
Zhen-Yu Yin, Bing-Qing Zhu, Yin-Fu Jin, Dong-Mei Zhang. Three-dimensional numerical analysis of two cross tunnels interaction in soft clay. Underground Space, Accepted
Jie Zhang, Xiangrui Duan*, Dong-Mei Zhang,* Wuzhou Zhai, Hongwei Huang. Probabilistic performance assessment of shield tunnels subjected to accidental surcharges. Structure and Infrastructure Engineering. Accepted, SCI
Jie Zhang, Zhi Zheng, Yongchang Cai, Ning Li, Dong-Mei Zhang. Computational method for geotechnical reliability analysis based on numerical models. International journal for numerical and analytical methods in geomechanics. Accepted, SCI
Dong-Ming Zhang, Hong-Wei Huang, Dong-Mei Zhang*, Zhi-Hong Li, Qin-Xin Zou. Centrifuge Modeling of Shallow Buried but Large Sectional Tunnel under Full Ring of Pipe Jacking Roof. Tunnelling and Underground Space technology. accepted, SCI
Dong-Mei Zhang*, Zhong-Kai Huang, Zi-Li Li, Xiang Zong, Dong-Ming Zhang. Analytical Solution for the response of an existing tunnel to a new tunnel excavation underneath. Computer and Geotechnics, 2019，108：197-211, SCI
Dong-Mei Zhang*, Cheng-Peng Gao and Zhen-Yu Yin. CFD-DEM modeling of seepage erosion around shield tunnels. Tunnelling and Underground Space Technology, 2019, 83: 60-72. SCI
Dong-mei Zhang*, Zi-sheng Liu, Ru-lu Wang, Dong-ming Zhang. Influence of grouting on rehabilitation of an over-deformed operating shield tunnel lining in soft clay. Acta Geotechnica. 2018, DOI:10.1007/s11440-018-0696-8, SCI
Dong-Mei Zhang*, Zhong-Kai Huang , Ru-Lu Wang , Jing-Ya Yan , Jie Zhang. Grouting-based treatment of tunnel settlement: Practice in Shanghai. Tunnelling and Underground Space Technology,2018,80:181-196. SCI
Huang Q, Huang H W, Ye B, Dong-Mei Zhang, Zhang F. Evaluation of train-induced settlement for metro tunnel in saturated clay based on an elastoplastic constitutive model[J]. Underground Space, 2017. (https://doi.org/10.1016/j.undsp.2017.10.001)
Huang Q, Huang H W, Ye B, Dong-Mei Zhang, Gu L L, Zhang F. Dynamic response and long-term settlement of a metro tunnel in saturated clay due to moving train load[J]. Soils & Foundations, 2017, 57(6):1059-1075. SCI
Yin Z Y, Zhu Q Y, Dong-Mei Zhang. Comparison of two creep degradation modeling approaches for soft structured soils[J]. Acta Geotechnica, 2017(1):1-19. SCI
Dong-Mei Zhang *, Huang Z K, Yin Z Y, et al. Predicting the grouting effect on leakage-induced tunnels and ground response in saturated soils[J]. Tunnelling & Underground Space Technology, 2017, 65:76-90. SCI
Jin Y F, Yin Z Y, Shen S L, Dong-Mei Zhang. A new hybrid real-coded genetic algorithm and its application to parameters identification of soils[J]. Inverse Problems in Science & Engineering, 2016:1-24. SCI
Zhu Q Y, Yin Z Y, Dong-Mei Zhang, et al. Numerical modeling of creep degradation of natural soft clays under one-dimensional condition[J]. KSCE Journal of Civil Engineering, 2016:1-11. SCI
Li J, Dong-Mei Zhang *, Hicher P Y, et al. Three-dimensional modelling of stress relaxation of soft clay under complex loading conditions[J]. European Journal of Environmental & Civil Engineering, 2016:1-13. SCI
Huang H W, Huang X, Dong-Mei Zhang. Centrifuge modelling of deep excavation over existing tunnels[J]. Geotechnical Engineering, 2015, 167(1):3-18. SCI
Jin Y F, Yin Z Y, Dong-Mei Zhang, et al. UNIFIED MODELING OF THE MONOTONIC AND CYCLIC BEHAVIORS OF SAND AND CLAY[J]. Acta Mechanica Solida Sinica, 2015, 28(2):111-132. SCI
Dong-Mei Zhang *, Ma L X, Zhang J, et al. Ground and tunnel responses induced by partial leakage in saturated clay with anisotropic permeability[J]. Engineering Geology, 2015, 189:104-115.SCI
Jin Y F, Yin Z Y, Dong-Mei Zhang, et al. Unified modelling of monotonic and cyclic behaviours for sand and clay[J]. Acm Sigchi Bulletin, 2014, 18(18):99-102. SCI
Yu C, Yin Z Y, Dong-Mei Zhang. Micromechanical modelling of phase transformation behaviour of a transitional soil [J]. Acta Mechanica Solida Sinica, 2014, 27(3):259-275. SCI
Wu H N, Chai J C, Xu Y S, Dong-Mei Zhang, Shen S L. Evaluation of train-load-induced settlement in metro tunnels[J]. Geotechnical Engineering, 2014:1-11. SCI
Wang F, Dong-Mei Zhang *, Zhu H H, et al. Impact of overhead excavation on an existing shield tunnel: field monitoring and a full 3D finite element analysis[J]. Computers Materials & Continua, 2013, 34(1):63-81. SCI
Dong-Mei Zhang *, Yin Z Y, Hicher P Y, et al. Analysis of cement-treated clay behavior by micromechanical approach[J]. Frontiers of Structural & Civil Engineering, 2013, 7(2):137-153.
Dong-Mei Zhang *, Ma L X, Huang H W, et al. Predicting leakage-induced settlement of shield tunnels in saturated clay[J]. Computer Modeling in Engineering & Sciences, 2012, 89(89):163-188. SCI
Dong-Mei Zhang *, Huang H W, Fan Z Y. Influence of leakage on tunnel behavior in soft soils[J]. Geotechnical Aspects of Underground Construction in Soft Ground, 2012: 433-440. SCI
Dong-Mei Zhang *, Huang H W, Bao W Y. Monitoring and modelling of riverside large deep excavation-induced ground movements in clays[J]. Geotechnical aspects of underground construction in soft ground.2009:215-221. EI
Yin Z Y, Dong-Mei Zhang, Hicher P Y, et al. Modelling of the time-dependent behaviour of soft soils using a simple elasto-viscoplastic model[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(6):880-888. EI
Dong-Mei Zhang *, Huang H W, Hicher P Y. Numerical prediction of long-term settlements over tunnels in clay[J]. Tunnelling and Underground Space Technology, 2004, 19(4 5): 379-386.
代表性国际会议论文
Dong-Mei Zhang, Du W W, Gao C P. Model Test of Seepage Erosion Around Defective Buried Pipelines[C]. Proceedings of GeoShanghai 2018 International Conference: Multi-physics Processes in Soil Mechanics and Advances in Geotechnical Testing, 2018:261-270.
Huang Z K, Dong-Mei Zhang, Peng, M Z, et al. Analytical Solution of Underneath Tunnelling-Induced Deformation of Existing Tunnel[C]. Proceedings of GeoShanghai 2018 International Conference: Tunnelling and Underground Construction, 2018:300-308.
Dong-Mei Zhang, Liu J. Shearing Behavior of Segmental Joints of Large-Diameter Shield Tunnel[C]. Proceedings of GeoShanghai 2018 International Conference: Tunnelling and Underground Construction, 2018:351-360.
Peng M Z, Dong-Mei Zhang, Zhao Y, et al. Dynamic Response of Tunnel Lining to Resonance Rubblization Induced Vibration in Pavement Renewal[C]. Proceedings of GeoShanghai 2018 International Conference: Tunnelling and Underground Construction, 2018:422-431.
Huang Z K, Dong-Mei Zhang, Huang H W. Assessing the Performance of Shield Tunnels Due to Corrosion Using Bayesian MCMC[C]. Geo-Risk, 2017:172-183.
Dong-Mei Zhang, Gao C P, Wang R L, et al. Numerical modeling of the seepage erosion process around tunnels using DEM[C]. ITA WTC 2015 Congress and 41st General Assembly, Dubrovnik, Croatia, 2015:22-28.
Liu Q, Dong-Mei Zhang, Huang H W. Tunnel Squat due to Surcharge in Soft Soil and Visualization Monitoring Conception with LEDS[C]. International Symposium on Advances in Ground Technology & Geo-Information, 2012:185-195.
Yang Z Y, Huang H W, Dong-Mei Zhang. Analysis on Ground Deformation Caused by Tunnelling of Large-Diameter Tunnel Boring Machine[C]. Geoshanghai International Conference, 2010:327-334.
代表性中文期刊论文
朱合华，丁文其，乔亚飞，王昕，韩传峰，张冬梅，李晓军.简析我国城市地下空间开发利用的问题与挑战. 地学前缘.2019，26（3）：22-31.
黄强，黄宏伟，张冬梅. 移动荷载作用下离散支承浮置板轨道振动响应研究[J]. 振动与冲击. 2018, 37(19): 190-197.
黄忠凯，张冬梅. 软土地区地表结构对盾构隧道地震响应影响的风险分析[J]. 自然灾害学报， 2018，27（4）：67-74.
张冬梅，杜伟伟，高程鹏. 间断级配砂土中管线破损引起的渗流侵蚀模型试验[J].岩土工程学报，2018，40（11）：2129-2135.
黄强，黄宏伟，张冬梅，黄栩. 移动简谐荷载作用下Kerr地基梁的稳态响应研究. 振动与冲击，2018，37（1）：14-20.
张冬梅, 冉龙洲, 闫静雅,等. 注浆对盾构隧道渗漏引起的孔隙水压力变化的影响[J]. 岩土力学, 2017(12):3427-3435.
张冬梅, 冉龙洲, 闫静雅. 注浆作用下渗漏水对隧道和地层沉降影响[J]. 同济大学学报(自然科学版), 2017, 45(4):497-503.
张冬梅, 高程鹏, 尹振宇,等. 隧道渗流侵蚀的颗粒流模拟[J]. 岩土力学, 2017(s1):429-438.
杨杰, 尹振宇, 黄宏伟, 金银富, 张冬梅. 基于扰动状态概念硬化参量的结构性黏土边界面模型[J]. 岩土工程学报, 2017, 39(3):554-561.
杨杰, 尹振宇, 黄宏伟, 金银富, 张冬梅. 面向边界面模型的切面算法扩展[J]. 岩土力学, 2017(12):3436-3444.
高程鹏, 张冬梅, 闫静雅. 邻近工程施工卸载再加载对已建盾构隧道影响的风险分析[J]. 武汉大学学报(工学版), 2016, 49(5):708-713. EI
张冬梅, 彭茂竹, 戴祥东, 闫静雅. 软土盾构隧道不均匀沉降注浆抬升机理[J]. 现代隧道技术, 2016, 53(s2):381-387.
张冬梅, 张兆远, 顾丽江. 拼装误差对盾构隧道承载力的影响研究[J]. 现代隧道技术, 2016, 53(s2):319-327.
杨宗金, 薛亚东, 张冬梅. TBM掘进机性能预测模型研究[J]. 现代隧道技术, 2016, 53(s2), 528-534.
张冬梅, 黄栩, 黄宏伟. 盾构隧道纵向变形引起的横向效应[J]. 同济大学学报(自然科学版), 2015, 43(2):205-212. EI
张冬梅, 李钰. 地铁荷载引起的盾构隧道及土层长期沉降研究[J]. 防灾减灾工程学报, 2015, 35(5):563-567.
张冬梅, 张博恺, 刘志刚. 管幕冻结法浅埋大断面隧道开挖方案对衬砌性态及地层位移的影响[J]. 隧道建设, 2015, 35(11):1121-1126.
黄强, 黄宏伟, 张冬梅. 移动荷载作用下Kerr地基梁稳态响应解答[J]. 地震工程学报, 2015, 37(2).
刘梓圣, 张冬梅. 软土盾构隧道芳纶布加固机理和效果研究[J]. 现代隧道技术, 2014, 51(5):155-160.EI
张冬梅, 邹伟彪, 闫静雅. 软土盾构隧道横向大变形侧向注浆控制机理研究[J]. 岩土工程学报, 2014, 36(12):2203-2212. EI
张冬梅, 宗翔, 黄宏伟. 盾构隧道掘进引起上方已建隧道的纵向变形研究[J]. 岩土力学, 2014, 35(9):2659-2666. EI
刘梓圣, 张冬梅. 软土盾构隧道芳纶布加固机理和效果研究[J]. 现代隧道技术, 2014, 51(5):155-160. EI
张冬梅, 刘印, 黄宏伟. 软土盾构隧道渗流引起的地层和隧道沉降[J]. 同济大学学报(自然科学版), 2013, 41(8):1185-1190. EI
王如路, 张冬梅. 超载作用下软土盾构隧道横向变形机理及控制指标研究[J]. 岩土工程学报, 2013, 35(6):1092-1101. EI
马龙祥, 张冬梅. 软土盾构隧道稳定渗流分析[J]. 地下空间与工程学报, 2013, 9(1):37-41.
刘印, 张冬梅, 黄宏伟. 盾构隧道局部长期渗水对隧道变形及地表沉降的影响分析[J]. 岩土力学, 2013, 34(1):290-298. EI
宗翔, 张冬梅, 黄宏伟. 博弈论在隧道及地下工程风险应对中的应用[J]. 地下空间与工程学报, 2012, 8(s2):1764-1767.
龚勋, 张冬梅, 黄宏伟. 二维空间随机场的浅基础极限承载力可靠度分析[J]. 地下空间与工程学报, 2012, 8(s2):1676-1679.
邹伟彪, 张冬梅, 蔡雄威. 基坑开挖对邻近地铁变形的实时监测与数值分析[J]. 地下空间与工程学报, 2012, 08(s2):1728-1731.
黄宏伟, 刘印, 张冬梅. 盾构隧道长期渗水对地表沉降及管片内力的影响[J]. 中国铁道科学, 2012, 33(6):36-43. EI
黄栩, 黄宏伟, 张冬梅. 开挖卸荷引起下卧已建盾构隧道的纵向变形研究[J]. 岩土工程学报, 2012, 34(7):1241-1249. EI
杨智勇, 黄宏伟, 张冬梅,等. 盾构隧道抗震分析的静力推覆方法[J]. 岩土力学, 2012, 33(5):1381-1388. EI
赵志强, 张冬梅. 临近基坑开挖对地铁区间隧道影响评价[J]. 地下空间与工程学报, 2011, 7(5):1040-1046.
刘印, 张冬梅, 黄宏伟. 基于纵向不均匀沉降的盾构隧道渗漏水机理分析[J]. 铁道工程学报, 2011, 28(5):66-70.
刘正根, 黄宏伟, 张冬梅. 沉管隧道接头三维非线性数值模拟[J]. 地下空间与工程学报, 2011, 7(4):691-694.
张冬梅, 樊振宇, 黄宏伟. 考虑接头力学特性的盾构隧道衬砌结构计算方法研究[J]. 岩土力学, 2010, 31(8):2546-2552. EI
张冬梅, 黄宏伟. 不同应力历史条件下软黏土强度时效特性[J]. 同济大学学报(自然科学版), 2008, 36(10):1320-1326. EI
包鹤立, 张冬梅, 黄宏伟. 深基坑开挖对相邻已建地铁车站的影响分析[J]. 现代隧道技术, 2007, 44 (增):32-35
孔令荣, 黄宏伟, 张冬梅,等. 不同固结压力下饱和软粘土孔隙分布试验研究[J]. 地下空间与工程学报, 2007, 3(6):1036-1040.
樊振宇, 黄宏伟, 张冬梅,等. 深长桩力学性态计算分析[J]. 地下空间与工程学报, 2007, 3(s1):1319-1323.
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):1430-1436. EI
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