1、联络方式

单位：兰州交通大学土木工程学院

地址：甘肃省兰州市安宁区安宁西路88号

邮件:shishenghit@163.com

2、个人信息

民 族：汉族

性 别：男

出生年月：1988年12月09日

职 称：副教授（硕导）

学 位：工学博士

3、教育背景

（1）2018年9月—2022年6月，博士，交通运输工程，哈尔滨工业大学

（2）2011年9月—2014年6月，硕士，地质工程，兰州大学

（3）2007年9月—2011年6月，学士，地质工程，兰州大学

4、职业经历

（1）2026年1月—现在，兰州交通大学，土木工程学院，副教授

（2）2024年10月—2025年12月，兰州交通大学，土木工程学院，讲师

（3）2022年9月—2024年8月，浙江大学，建筑工程学院，博士后

（4）2022年7月—2024年9月，浙江大学，平衡建筑研究中心，助理研究员

（5）2014年7月—2018年7月，甘肃省交通规划勘察设计院，工程师

5、研究领域及方向

寒区岩土本构模型，低温环境下岩石的断裂行为与裂纹扩展动力学，冰压致裂机理与多场驱动。

6、主要论文

[1]Sheng Shi,YuZhang,Fengjin Zhu,Anxin Meng. Phase-fieldmodeling of mixed-mode fracture and coalescence in fissured rocks.Theoretical and Applied Fracture Mechanics, 2026, (Accept). (SCI)

[2]Sheng Shi, Guanfu Wang, Decheng Feng, Feng Zhang. Influence of structural characteristics on the mechanical behavior andfailure mechanisms of frozen clay.Cold Regions Science and Technology, 2026, 242, 104736.(SCI)

[3]Sheng Shi, Guanfu Wang, Fengjin Zhu, Decheng Feng, Feng Zhang. Investigation on fracture mechanism of rock containing pre-existing fissures subjected to freeze–thaw cycles under different stress conditions.Theoretical and Applied Fracture Mechanics, 2025, 138, 104948.(SCI)

[4]Sheng Shi, Yu Zhang, Hui Zhang, Fengjin Zhu. Research on the damage constitutive model and fracture behavior of rocks subjected to uniaxial and triaxial compression. Fatigue & Fracture of Engineering Materials & Structures, 2025, 48:2259–2277. (SCI)

[5]Sheng Shi, Fengjin Zhu, Jiancai Zhu. Investigation on damage creep constitutive of rock under the coupled effect of freeze-thaw cycles and loading. Fatigue & Fracture of Engineering Materials & Structures, 2024, 47(4):1281‐1299. (SCI)

[6]Sheng Shi, Fengjin Zhu, Ziwei Ge, Hongqiang Hu. Prediction and analysis of subsurface settlement in double-line shield tunnel. ASCE Journal of Geotechnical and Geoenvironmental Engineering. 2024, 150(11): 04024117. (SCI)

[7]Sheng Shi, Fengjin Zhu, Hongqiang Hu. Investigation on the damage model of rock subjected to freeze-thaw cycles considering its fracture voids compaction [J]. Cold Regions Science and Technology. 2024, 223: 104222. (SCI)

[8]Sheng Shi, Fengjin Zhu, Jiancai Zhu. Mechanical behaviors and numerical simulation investigation of ice-soil interface. International Journal of Civil Engineering, 2024, 23(4): 769-785. (SCI)

[9] Fengjin Zhu,Sheng Shi*, Ziwei Ge, Danyi Shen. Numerical solution of stress intensity factor in an infinite plate containing parallel double cracks under compression and shear. Theoretical and Applied Fracture Mechanics. 2024,130, 104312. (SCI)

[10] Fengjin Zhu,Sheng Shi*, Fushen Liu, Jiancai Zhu. A novel fracture criterion for cracked rock mass under compression and shear conditions. Fatigue & Fracture of Engineering Materials & Structures, 2024, 47(6): 1896-1913. (SCI)

[11] Fengjin Zhu,Sheng Shi*, Ziwei Ge, Danyi Shen. Evaluation of T-stress in an infinite plate with double-crack under compression and shear. Engineering Fracture Mechanics. 2024, 303: 110137. (SCI)

[12]Sheng Shi, Feng Zhang, Decheng Feng, et al. Deformation and strength of natural permafrost based on CT and thermo-hydro-mechanical coupled modeling [J]. Cold Regions Science and Technology, 2024. 237: 107375. (SCI)

[13]Sheng Shi, Feng Zhang, Decheng Feng, et al. Shear behavior of ice–frozen soil interface: Experiments and elastoplastic modeling. Geomechanics for Energy and the Environment. 2023, 34, 100447. (SCI)

[14]Sheng Shi, Feng Zhang, Fengjin Zhu, et al. An elastoplastic constitutive model for frozen soil considering fracture of cryostructure and propagation of cracks. Theoretical and Applied Fracture Mechanics. 2023, 127, 104074. (SCI)

[15]Sheng Shi, Feng Zhang, Decheng Feng, et al. Investigation of mechanical properties and elastoplastic numerical calculation model of frozen soil containing ice lenses. Cold Regions Science and Technology. 2023, 210, 103843. (SCI)

[16]Sheng Shi, Fengjin Zhu, Decheng Feng, et al. Mechanical behaviors and elastoplastic constitutive model for heterogeneous frozen soil. Geomechanics for Energy and the Environment. 2023, 35, 100490. (SCI)

[17] Fengjin Zhu,Sheng Shi*, Jiancai Zhu, et al. A logarithmic model for predicting fracture trajectory of pre-cracked rock specimen under compression. Theoretical and Applied Fracture Mechanics. 2023, 127, 104044. (SCI)

[18]Sheng Shi, Feng Zhang, Decheng Feng. A creep constitutive model for heterogeneous frozen clay soil considering the damage of cryostructure. Fatigue & Fracture of Engineering Materials & Structures. 2023, 14097. (SCI)

[19] Feng Zhang,Sheng Shi*, Decheng Feng, et al. Investigation on creep behavior of warm frozen silty sand under thermo-mechanical coupling loads. Journal of Mountain Science, 2021, 18(7):1951-1965. (SCI)

[20]Sheng Shi, Feng Zhang, Decheng Feng, et al. A nonlinear interface structural damage model between ice crystal and frozen clay soil. Sciences in Cold and Arid Regions, 2021, 13(2):150-166. (SCI)

[21]Sheng Shi, Feng Zhang, Decheng Feng, et al. Experimental investigation on shear characteristics of ice-frozen clay interface. Cold Regions Science and Technology. 2020, 176, 103090. (SCI)

[22]Sheng Shi, Feng Zhang, Decheng Feng, et al. Creep constitutive model for frozen soils based on hardening and damage effects. KSCE Journal of Civil Engineering, 2020, 24(4):1146-1158. (SCI)

[23]史盛,王冠夫,刘天赐，冯德成，张锋.考虑冰晶胶结特性的冰-冻土界面力学特性.农业工程学报, 2023, 39(14): 114-124. (EI)

[24]史盛,朱建才,祝凤金,徐日庆.双线盾构隧道开挖诱发的地层沉降模型研究[J].工程地质学报,2023,DOI:10.13544/j.cnki.jeg.2023-0113.

7、授权发明专利

[1]发明专利,一种快速求解压剪闭合双裂纹尖端应力强度因子的计算方法, 2025-2-7,中国, ZL202410500079.8，排名:1/6，已授权

[2]发明专利,一种含透镜冰冻土的蠕变变形表征方法及其应用, 2025-12-1,中国,排名:1/5，已授权

[3]发明专利,一种表征和预测单轴压缩下翼裂纹扩展路径的方法, 2025-1-3,中国, ZL202211163562.9，排名:3/5，已授权

[4]发明专利,获取压剪作用下高可信度岩体临界起裂载荷的方法, 2025-9-5,中国, ZL 2022 1 1163573.7，排名:3/5，已授权

[5]发明专利,一种退化多年冻土地区加筋热融桩/加筋碎石桩复合路基结构, 2022-03-15,中国, ZL202010812169.2，排名:4/5，已授权

8、科研项目

[1]国家自然科学基金项目（地区），多年冻土界面损伤弥散演化机理与弹塑性相场模型研究，2026/01-2029/12，31万，在研，主持。

[2]浙江大学科技项目，基于软硬复合地层的大直径盾构隧道变形控制研究，2022/8-2024/7,40万，结题，主持。

[3]国家重点研发项目，特大滑坡应急处置与快速治理技术研发，2018/12-2022/12，结题，参与。

9、科研获奖

[1]浙江省岩土力学与工程学会科技进步奖，特等奖.软硬复合地层大直径盾构隧道变形理论与施工控制关键技术.2024.排名8/15.