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徐晨
特聘副研究员
硕士研究生导师

  发表SCI/EI期刊论文40余篇,中国知网“全国高被引学者”TOP 1%。主持国家、省、市各类科技和人才项目5项;获浙江省岩土力学与工程科学技术奖(自然科学奖)一等奖(R1);参编团体标准《隧道地热能利用技术规程》(T/CSRME 008-2021)。

一、学术论文:

[1] 徐晨,张世殊,夏才初*. 考虑双向应变软化的压气储能洞室围岩力学响应解析方法,岩石力学与工程学报,2026,45(3):777–789.

[2] 徐晨,邓兴富,程丽娟,夏才初. 基于Hoek-Brown准则的压气储能洞室围岩非线性力学响应,岩土力学,2026,47(6).

[3] 徐英俊,冯学敏,张敬,夏才初,徐晨,王升. 压气储能地下硐室封堵体接触力学特性及优化设计. 隧道建设(中英文),2026,46.

[4] 夏才初,刘少华,徐英俊,徐晨,王升. 基于非弹性相场法的储气硐室围岩裂缝扩展规律研究. 隧道建设(中英文),2026,46.

[5] Liqi Mu, Yanshuo Hou, Lijuan Cheng, Caichu Xia, Chen Xu*, Duofeng Cen, Ruixiang Chen, Angel Garcia-Fontanet Molina, Alfonso Rodriguez-Dono. Interaction between segmented lining and surrounding rock considering sliding layer for compressed air energy storage caverns. Tunelling and Underground Space Technology, 2026, 172: 107575.

[6] Liqi Mu, Chen Xu*, Caichu Xia, Shishu Zhang, Angel Garcia-Fontanet Molinad, Alfonso Rodriguez-Dono. Semi-analytical solution for bidirectional strain-softening behavior of surrounding rock mass in compressed air energy storage caverns. Computers and Geotechnics, 2026, 191:107804.

[7] Liqi Mu, Xingfu Deng, Lijuan Cheng, Caichu Xia, Chen Xu*, Hui Lu. Mechanical Behavior of Yielding Steel Lining in Tunnels with High Internal Pressure. International Journal of Applied Mechanics, 2026, 18: 2650018.

[8] Xiaodong Li,Haozhe Xing*,Xiaoli Rong,Chen Xu,Xiaofeng Li,Huadao Xing,Yanyu Qiu,Mingyang Wang. Permeability of caprock in aquifer underground gas storage under impact disturbance: Experimental study and predictive modeling,Journal of Rock Mechanics and Geotechnical Engineering,2026.

[9] Yingjun Xu, Caichu Xia, Shuwei Zhou, Chen Xu, Sheng Wang, Xiaoying Zhuang, Timon Rabczuk. An underground constant-pressure CAES system based on staged multi-level compression: Thermodynamic modeling and performance analysis, Energy, 2026: 140504.

[10] 吴奎,王子岩,徐晨,杨跃宗,赵南南. 缓冲层影响下软岩大变形隧道时效力学行为分析. 岩土力学,2026,47(1):183–197.

[11] Yingjun Xu, Caichu Xia*, Chen Xu, Sheng Wang, Shaohua Liu, Qingyun Lu. An innovative large-scale physical model test system for underground lined rock caverns of compressed air energy storage. Tunnelling and Underground Space Technology, 2026, 168: 107210.

[12] Chen Xu,Caichu Xia*,Gecheng Zhang,Hui Lu,Sheng Wang,Yingjun Xu. Residual rock deformation of caverns for underground energy storage after air deflation considering stress path. Journal of Rock Mechanics and Geotechnical Engineering. 2025, 17(7):4160–4178.

[13] 刘少华,夏才初*徐英俊,徐晨. 高内气压作用下岩石破裂特性研究. 岩土力学,2025,46(11):3431-3440.

[14] 张世殊,徐晨,夏才初. 压气储能硐室围岩应力路径及稳定性调控. 岩石力学与工程学报2025,44(11):2825-2842.

[15] Shaohua Liu,Caichu Xia,Yingjun Xu,Chen Xu. Physical model test and numerical simulation for the stability of a lined rock cavern for compressed air energy storage. Energy, 2025. 335:137853.

[16] Caichu Xia,Ziliang Lin,Shigui Du,Chen Xu. Study of Cumulative Freezing Effect and the Function of Thermal Insulation Layers in Cold-Region Tunnels. Rock Mechanics and Rock Engineering,2025,58:12639–12653.

[17] Shikang Qin, Shuwei Zhou*, Caichu Xia, Chen Xu, Rui Liu. A new testing system to the permeability coefficient of flexible sealing materials for compressed air energy storage caverns and its application. Journal of Energy Storage, 2025, 122: 116717.

[18] Yingjun Xu, Caichu Xia, Shuwei Zhou, Chen Xu. Thermodynamic response of underground caverns for compressed air energy storage considering different operational modes of the energy storage system. Energy, 2025. 331:136672.

[19] Hui Lu, Caichu Xia, Chen Xu, Chunlai Wang, Haochen Zhao, Varun Maruvanchery, Gan Li, Precursory characteristics of coal-rock failure using acoustic emission and computed tomography under uniaxial monotonic and cyclic compression, Measurement, 2025, 247: 116844.

[20] Chen Xu,Caichu Xia. Interaction between yielding tunnel support and strain-softening rock mass based on the three-dimensional strength criterion. Acta Geotechnica. 2024,19:7835–7850.

[21] Chen Xu#,Gecheng Zhang#,Caichu Xia*,Shigui Du. Mechanical behavior of a new segmented lining for underground rock caverns with high internal pressure. Computers and Geotechnics,2024,167:106100.

[22] Chen Xu#,Sheng Wang#,Caichu Xia,Lei Liu,Zhifu Ma,Jun Yang. Viscoelastic plastic interaction of tunnel support and strain-softening rock mass considering longitudinal effect. Rock Mechanics Bulletin. 2024,3(4):100152.

[23] Chen Xu#,Sheng Wang#,Caichu Xia. Analytical prediction for time-dependent interaction of a circular tunnel excavated in strain-softening rock mass. Rock Mechanics Bulletin,2024,3(3):100127.

[24] Chen Xu#,Lingxiao Zheng#,Caichu Xia*. Mechanical behavior of a double-layer supported large-span tunnel excavated in squeezing rocks employing stress release technology. International Journal of Applied Mechanics,2024,16(5):2450054.

[25] 张格诚,徐晨*,夏才初. 考虑剪切变形的高压储气洞室复合式预设缝衬砌力学特性. 岩土力学. 2024, 45(12):3533-3544.

[26] Shikang Qin,Caichu Xia*Chen Xu*,Shuwei Zhou,Yingjun Xu,Xichen Li. A variable pressure water-sealed compressed air energy storage (CAES) tunnel excavated in the seabed: Concept and airtightness evaluation. Sustainable Energy Technologies and Assessments,2024,65:103782.

[27] Yingjun Xu, Caichu Xia, Shuwei Zhou, Chen Xu, Xiaoying Zhuang, Timon Rabczuk. An analytical solution for elastoplastic responses of a lined rock cavern for compressed air energy storage considering excavation and high internal pressure. Computers and Geotechnics, 2024, 170: 106318.

[28] Shikang Qin, Caichu Xia, Shuwei Zhou, Yingjun Xu, Chen Xu, Xichen Li. Airtightness of a flexible sealed compressed air storage energy (CAES) tunnel considering the permeation accumulation of high-pressure air, Journal of Energy Storage, 2024, 84: 110835.

[29] Gengyun Liu, Guowei Wei, Jingpei Li, Xi Du, Chen Xu. CEM–DSR-based explicit solution of limit expansion pressure in unsaturated soils and its application, Computers and Geotechnics, 2024, 166: 106007.

[30] Jinfeng Xu, Xiongyao Xie, Zhou Shi, Wuqiang Cai, Dinglun Xu, Chen Xu, Experimental study on performance of spring damping support structure system for large deformation tunnel in soft rock, Underground Space, 2024,15:221–243.

[31] 韩常领,徐晨*,夏才初,郑卜豪,应轶微. 高地应力软岩隧道预留变形量设计方法. 隧道建设(中英文),2023,43(11):1916–1923.

[32] Wuqiang Cai,Chenlong Su,Hehua Zhu,Wenhao Liang,Yaocai Ma,Jinfeng Xu,Chen Xu. Elastic–plastic response of a deep tunnel excavated in 3D Hoek–Brown rock mass considering different approaches for obtaining the out-of-plane stress. International Journal of Rock Mechanics and Mining Sciences,2023,169:105425.

[33] 富志鹏,李博融,徐晨,韩常领. 高地应力软岩隧道大变形控制方案现场试验. 长安大学学报(自然科学版),2023,43(01):133–142.

[34] Chen XuLingxiao Zheng,Gecheng Zhang,Qing Yao,Shikang Qin. Applicability of stress release method in soft rock tunnel with high geostress // Proceedings of the 15th International Congress on Rock Mechanics and Rock Engineering,ISRM 2023:475-480.

[35] Shikang Qin,Chen Xu*Xichen Li,Yabin Huang,Qing Yao. Collapse mechanism and treatment technology of large-span soft rock highway tunnel // Proceedings of the 15th International Congress on Rock Mechanics and Rock Engineering,ISRM 2023:147-152.

[36] Chen Xu*Caichu Xia,Changling Han. Elastoplastic solutions for deep tunnel excavation in weak rocks with high geostress considering different stress release measures. International Journal of Applied Mechanics,2022,14(9):2250077.

[37] 张治国,沈安鑫,徐晨,马少坤,PAN Y T,蒋康明. 黏性场地列车荷载影响下衬砌半渗透边界盾构隧道诱发地表固结沉降解. 中国公路学报,2022,35(5):116–127.

[38] Chen XuCaichu Xia*. A new large strain approach for predicting tunnel deformation in strain-softening rock mass based on the Generalized Zhang-Zhu strength criterion. International Journal of Rock Mechanics and Mining Sciences,2021,143:104786.

[39] Chen XuCaichu Xia*,Shigui Du. Simplified solution for viscoelastic-plastic interaction between tunnel support and surrounding rock based on MC and GZZ strength criteria. Computers and Geotechnics,2021,139:104393.

[40] Chen Xu*Caichu Xia*,Changling Han. Modified ground response curve (GRC) in strain-softening rock mass based on the generalized Zhang-Zhu strength criterion considering over-excavation. Underground Space,2021,6(5):585–602.

[41] 夏才初,徐晨*杜时贵. 考虑应力路径的深埋隧道黏弹-塑性围岩与支护相互作用. 岩石力学与工程学报,2021,40(9):1789–1802.

[42] 韩常领,张天,徐晨,夏才初. 大断面软岩隧道变形特征及多层初支控制研究. 公路,2021,66(1):335–339.

[43] 夏才初,金天垚,徐晨*韩常领. 软岩隧道超前导洞应力释放力学机制及适用性. 隧道建设(中英文),2020,40(S2):1–11.

[44] 韩常领,夏才初,徐晨*. 软岩隧道挤压性围岩大变形控制技术研究进展. 地下空间与工程学报,2020,16(S1):492–505.

[45] 韩常领,夏才初,徐晨*,徐英俊. 软岩隧道的超前导洞施工位置优化数值分析. 地下空间与工程学报,2020,16(S1):265–269.

[46] 刘炀镔,夏才初,徐晨,陈孝湘. 窄基坑围护墙插入深度优化解析及离心试验研究.岩石力学与工程学报,2020,39(3):593–607.

[47] 刘宇鹏,夏才初,吴福宝,徐晨,邓云纲. 高地应力软岩隧道长、短锚杆联合支护技术研究. 岩石力学与工程学报,2020,39(1):105–114.

[48] 肖益盖,刘允秋,汪为平,王雨波,夏才初,徐晨,吕志涛,林梓梁. 某大型地下硐室群稳定性分析及加固技术研究. 金属矿山,2020,(09):96–103.

[49] 夏才初,刘宇鹏,吴福宝,徐晨,邓云纲. 基于西原模型的圆形隧道黏弹-黏塑性解析解. 岩土力学,2019,40(5):1638–1648.

[50] Chen Xu,Caichu Xia,Yupeng Liu,Changling Han. Visco-elastic-plastic solutions for tunneling and corresponding support measures in squeezing rock with different rheological constitutive models // Proceedings of the 14th International Congress on Rock Mechanics and Rock Engineering,ISRM 2019.

[51] 夏才初,徐晨*,刘宇鹏,韩常领. 基于GZZ强度准则考虑应变软化特性的深埋隧道弹塑性解. 岩石力学与工程学报,2018,37(11):2468–2477.

[52] Zhiguo Zhang,Maosong Huang,Chen Xu,Yunjuan Jiang,Weidong Wang. Simplified solution for tunnel-soil-pile interaction in Pasternak's foundation model. Tunnelling and Underground Space Technology,2018,78: 146–158.

[53] Zhiguo Zhang,Qihua Zhao,Chen Xu,Xiaoyang Xu. Interaction analyses between tunnel and landslide in mountain area. Journal of Mountain Science,2017,(6):1124–1139.

[54] 张治国,徐晨,宫剑飞. 隧道开挖对邻近桩基变形及承载能力影响的弹塑性解答. 岩石力学与工程学报,2017,36(1):208–222.

[55] 张治国,徐晨,宫剑飞. 考虑桩侧土体三维效应和地基剪切变形的隧道开挖对邻近桩基影响分析. 岩土工程学报,2016,38(5):846-856.

[56] 张治国,徐晨. 紧邻运营地铁进行基坑施工的影响因素研究. 上海理工大学学报,2016,38(1):69–75.

[57] 张治国,赵其华,徐晨,胡力绳. 基于影像源法的基坑开挖对邻近单桩影响简化分析. 岩土力学,2016,37(7):2011–2020.

[58] 张治国,鲁明浩,徐晨,宫剑飞,赵其华. 基于Kerr地基模型的隧道开挖诱发桩基变形简化方法. 现代隧道技术,2016,53(6):55–66.

[59] 张治国,徐晨,刘明,王卫东. 考虑基坑降水开挖影响的运营隧道变形分析. 中国矿业大学学报,2015,44(2):241–248.

二、学术报告:

[1] 《岩石力学与工程学报》2025年“陈宗基讲座”暨非线性岩石力学问题与工程应用论坛,南昌,2025年12月19日~21日,报告题目“压气储能洞室围岩的非线性力学特性

[2] 滨海城市轨道交通与新能源协同创新学术大会,宁波,2025年10月31日~11月2日,报告题目“压缩空气储能洞室围岩与衬砌协同承载机制

[3] 第二十二次中国岩石力学与工程学术年会(CHINA·ROCK·2025),雄安,2025年10月 17 日~20日,报告题目“压气储能洞室围岩的长期承载特性

[4] 第一届深地储能工程学术大会,宁波,2025年7月25~27日,报告题目《压缩空气储能洞室的柔性衬砌系统

[5] 第三届学科交叉与原始创新科技论坛暨第十七届青年岩石力学与工程大会,珠海,2025年5月8日~10日,报告题目“压气储能洞室围岩的破坏模式和应力状态

[6] 第二十一次中国岩石力学与工程学术年会(CHINA ROCK 2024),成都,2024年11月1日~4日,分会场特邀报告题目“地下洞室围岩应力路径分析方法及其应用

[7] 《岩石力学与工程学报》2024年“陈宗基讲座”暨矿山采动应力与围岩控制理论及技术高端论坛,海口,2024年3月22日~24日,报告题目“压缩空气储能地下洞室围岩的应力路径及力学特性

[8] 2023(第十三届)中国矿业科技大会,呼和浩特,2023年8月9日~12日,报告题目“隧道流变性围岩的大变形控制理论

[9] 第十六届全国青年岩石力学与工程学术大会,南京,2023年5月26日~28日,报告题目“高地应力软岩隧道大变形预测及预留变形量设计”;担任第六分会场“地下空间能源存储与安全防护新进展”专题召集人

[10] 《岩石力学与工程学报》2022年“陈宗基讲座”暨深部能源开发与储备中的岩石力学问题高端论坛,武汉,2023年3月24日~26日,报告题目“考虑应力路径的流变性软岩隧道黏弹塑性计算理论

[11] 第14届国际岩石力学与工程大会 14th International Congress on Rock Mechanics and Rock Engineering(ISRM 2019),巴西伊瓜苏,2019年9月13日~18日,报告题目“Visco-elastic-plastic solutions for tunneling and corresponding support measures in squeezing rock with different rheological constitutive models”