
张克平,男,1993年11月生,工学博士(博士后),讲师,硕士研究生导师。博士毕业于同济大学,曾受国家公派赴加拿大多伦多大学联合培养。博士后合作导师为中国科学院院士赖远明教授,硕士阶段合作导师为西南交通大学翟婉明院士。已发表学术论文20余篇,其中以第一作者或通讯作者身份发表论文10余篇,授权国家发明专利10余项。
运营隧道全寿命周期结构健康智能监测与安全韧性提升技术、极端环境下隧道结构病害修复与加固技术、混凝土结构增强及加固/修复技术等
[1] 运营公路隧道病害检测评估与综合处治技术[M].北京:人民交通出版社,2026.
[1] 重庆交通大学科研启动项目:深埋山区隧道高地应力环境下衬砌结构病害修复与加固技术研究(项目编号:F1250071,在研,主持)
[2] 保利长大工程有限公司:山岭地区高速公路大断面隧道装配式衬砌技术研究(项目编号:E1230466,在研,参与)
[2] 中铁长江交通设计集团有限公司:《运营公路隧道病害检测评估与综合处治技术》专著编写(项目编号:E1230466,在研,参与)
[1] Keping Zhang, Fenglei Han, Zihan Zhou, Yuanming Lai & Xiaohui Zhang. Experimental investigation of the creep behavior of the bond interface in steel plate reinforced tunnel lining[J]. Mechanics of Time-Dependent Materials, 2025, 29(4): 95.
[2] Keping Zhang, Xiaohui Zhang, Shunhua Zhou, Daman K. Panesar, Ibrahim G. Ogunsanya. Viscoelastic creep model and parameter inversion of bond interface in steel plate reinforced tunnel lining[J]. Construction and Building Materials, 2024, 439(2024):137346.
[3] Keping Zhang, Xiaohui Zhang, Shunhua Zhou, Quan Zhang, Chao He. Mechanical behavior and constitutive relationship of bond interface in steel plate-reinforced shield tunnels[J]. Construction and Building Materials, 2024, 411: 134178.
[4] Keping Zhang, Xiaohui Zhang, Shunhua Zhou. Analysis on dynamic behavior of 400 km/h high-speed train system under differential settlement of subgrade[J]. Engineering Structures, 2023, 278: 115521.
[5] Keping Zhang, Xiaohui Zhang and Shunhua Zhou. Influence of lateral differential settlement of subgrade on dynamic performance of high-speed vehicle system[J]. Journal of Engineering Mechanics, 2022, 148(3): 04022008.
[6] Keping Zhang, Xiaohui Zhang and Shunhua Zhou. Effect of lateral differential settlement of high-speed railway subgrade on dynamic response of vehicle–track coupling systems[J]. Structural Engineering and Mechanics, 2021, 80(5): 70-74.
[7] Keping Zhang, Xiaohui Zhang, Zhengchuan Pei, Quan Zhang. Experimental study on ultimate bearing capacity of shield tunnel segments under unloading conditions[C]. Expanding Underground-Knowledge and Passion to Make a Positive Impact on the World. CRC Press, 2023. p. 3343-3350.
[8] Zhang Xiaohui, Lin Zhangrun, Zhang Keping, et al. Full–scale experimental test for load–bearing behavior of the carbon fiber shell reinforced stagger–jointed shield tunnel[J]. Composite Structures, 2023, 311: 116773.
[9] Xiaohui Zhang, Zhengchuan Pei, Keping Zhang. Experimental study on ultimate bearing capacity of the stagger-jointed shield tunnel reinforced by steel plate[C]. Expanding Underground-Knowledge and Passion to Make a Positive Impact on the World. CRC Press, 2023. p. 3351-3357.
[10] Quan Zhang, Xiaohui Zhang, Shunhua Zhou, Keping Zhang, Fangqi Chen. Effect and evaluation model of adjacent pile construction on high-speed railway piers in soft soils[J]. Structures. 2024, 70: 107687.
[11] Quan Zhang, Xiaohui Zhang, Shunhua Zhou, Keping Zhang, He Chao, Di Honggui. Research on the influencing factors and correlation of multi-scale morphological descriptors of coarse aggregate[J]. Construction and Building Materials, .457(2024):139402.
[12] 周顺华,张克平,张小会,等.内钢圈加固盾构隧道黏结界面力学性能[J].同济大学学报(自然科学版),2025,53(02):177-186.
[13] 张克平,石广田,和振兴. 路基不均匀沉降对地铁A型车辆动力学特性影响研究[J].振动与冲击, 2020, 39(17):165-170.
[14] 张克平,和振兴,石广田等. 城市轨道交通路基沉降与无砟轨道轨面不平顺映射关系[J].铁道标准设计, 2020, 64(02):82-87.
[15] 张克平,石广田,和振兴等.曲线段钢轨焊接接头不平顺对轮轨动力响应的影响研究[J].城市轨道交通研究, 2019, 22(09):32-36.
[1] 张克平.一种简易便携式新型楼梯行走装置, CN201820408074.2. 2018-10-19.
[2] 张克平.一种用于龙门机床的工件固定夹具, CN201820876420.X. 2018-12-14.
[3] 张克平.一种铁路轨道轮架的结构, CN201821509229.8. 2019-06-18.
[4] 张克平.一种泥浆净化分级脱水机械设备, CN201822112140.4. 2019-08-29.
[5] 张权, 周顺华, 张小会, 张克平. 一种排水沥青路面结构抗滑性能分析方法和装置, CN202211498837.4. 2023-03-14.
[6] 张小会, 张权, 陈方琪, 周顺华, 张克平.用于钢环加固盾构隧道衬砌界面的蠕变试验装置及其组合, CN202510657489.8.2025-08-12.
[7] 马文杰,王旭,王博林, 韩高孝, 施瑞, 张克平. 一种横观各向同性非饱和半空间的动力响应计算方法,CN202411462174.X.2025-03-11.
[8] 张权, 张小会, 周顺华, 狄宏规, 何超,张克平. 盾构隧道钢筋混凝土管片结构的二维细观性能分析方法, CN202310708243.X. 2023-09-12.
[9] 张小会,周顺华, 邱涌嘉, 狄宏规,何超,张克平. 一种制备钢纤维非均匀定向分布的混凝土管片的方法及专用设备,CN202310094179.0.2023-05-02.
[10] 邱涌嘉,张小会, 周顺华, 何超, 狄宏规, 张克平. 一种钢纤维非均匀定向分布的混凝土管片结构,CN202223299682.X.2023-06-06.




