周舒威

研究项目  

1. 国家自然科学基金面上项目，循环热力作用下压气储能洞室裂隙围岩破裂演化机制与止裂控制，2023-2026

2. 国家自然科学基金优青(HW)项目，地下能源开发与储存围岩断裂分析，2022-2024

3. 新疆维吾尔自治区科技重大专项，基于地热利用的高寒隧道绿色保温技术研究，2020-2024

4. 中央高校基本科研业务费项目，压气储能洞室高分子材料和双柔性组合密封层受拉性能和高压空气渗透性研究，2024

5. 中央高校基本科研业务费项目，大型废弃矿井超高压氢气储能多场耦合及控制技术研究，2023

6. 中央高校基本科研业务费项目，横观各向同性岩石热断裂相场方法研究，2022

7. 中央高校基本科研业务费项目，循环荷载作用下类岩石材料受力变形及断裂特性研究，2021

8. CSC-DAAD中德博士后联合项目，Fracture initiation and propagation in surrounding rock mass of large-scale underground caverns during compressed air energy storage operation，2016-2018

研究成果 

    获聘上海市东方学者特聘教授，入选上海市领军人才计划（海外）青年项目，入选斯坦福全球前2%顶尖科学家榜单（2023、2024），获期刊Engineering Geology最优论文奖，在与本项目相关的研究领域共主编学术专著1部和教材1部，参编团体标准1项，发表一作/通讯作者SCI期刊论文40篇、EI期刊论文5篇，其中6篇论文入选“ESI高被引论文”。值得一提的是，2021出版的《压缩空气储能的地下岩石内衬洞室关键技术》（同济大学出版社），是国内外第一部压缩空气储能地下洞室领域的专著。

相关论文：

（1）压气储能洞室稳定性

针对压气储能洞室稳定性，构建了热力耦合作用下压缩空气储能岩石洞室稳定性的高性能计算模型，建立了计算模型求解的关键解析算法，对压气储能岩石内衬洞室的温度和力学特征进行了系统、全面、深入的理论分析，得到了高内压与温度耦合作用下洞室围岩的应力和变形规律，实现了压气储能岩石洞室长期充放气全过程的精确模拟与分析（第一周内压气储能洞室温度和第一主应力分别见图1和图2）。另外，结合压气储能地下洞室特点，进一步提出了初步的压气储能地下洞室热力耦合相场模型（图3）和地下洞室工程大尺度断裂问题的相场框架，初步研究了地下洞室在高内压和地应力同时作用下洞室裂缝的萌生和扩展机制，同时提出了高内压地下洞室抗隆起破坏设计准则和最小埋深优化计算方法（图4）。

发表的相关论著：

[1] 夏才初, 周舒威, 周瑜, 张平阳. 压缩空气储能的地下岩石内衬洞室关键技术[M]. 上海：同济大学出版社, 2021年12月.

[2] Xia C, Xu Y, Zhou S* (通讯作者), et al. Fracture initiation and propagation in the lined underground caverns for compressed air energy storage: Coupled thermo-mechanical phase-field modeling [J]. Computers and Geotechnics, 2023, 157: 105329. (SCI)

[3] Zhou S W, Xia C C, Du S G, et al. An analytical solution for mechanical responses induced by temperature and air pressure in a lined rock cavern for underground compressed air energy storage [J]. Rock Mechanics and Rock Engineering, 2015, 48(2): 749-770. (SCI)

[4] Xu Y, Zhou S* (通讯作者), Xia C* (通讯作者), et al. Three-dimensional thermo-mechanical analysis of abandoned mine drifts for underground compressed air energy storage: A comparative study of two construction and plugging schemes [J]. Journal of Energy Storage, 2021, 39: 102696. (SCI)

[5] Zhou S W, Xia C C, Zhao H B, et al. Numerical simulation for the coupled thermo-mechanical performance of a lined rock cavern for underground compressed air energy storage [J]. Journal of Geophysics and Engineering, 2017, 14(6): 1382. (SCI)

[6] Zhou S, Xia C, Zhou Y. Long-term stability of a lined rock cavern for compressed air energy storage: thermo-mechanical damage modeling [J]. European Journal of Environmental and Civil Engineering, 2018: 1-24. (SCI)

[7] Lin J, Zhou S*(通讯作者), Guo H. A deep collocation method for heat transfer in porous media: Verification from the finite element method [J]. Journal of Energy Storage, 2020, 28: 101280. (SCI)

[8] Zhou Y, Xia C, Zhao H, Mei S, Zhou S. An iterative method for evaluating air leakage from unlined compressed air energy storage (CAES) caverns [J]. Renewable Energy, 2018, 120: 434-445. (SCI)

[9] Zhang G, Xia C, Zhao X, Zhou S. Effect of ventilation on the thermal performance of tunnel lining GHEs [J]. Applied Thermal Engineering, 2016, 93: 416-424. (SCI)

[10] Xia C, Zhou Y, Zhou S, et al. A simplified and unified analytical solution for temperature and pressure variations in compressed air energy storage caverns [J]. Renewable Energy, 2015, 74: 718-726. (SCI)

[11] 周舒威, 夏才初, 张平阳, 等. 地下压气储能圆形内衬洞室内压和温度引起应力计算 [J]. 岩土工程学报, 2014(11): 2025-2035. (EI)

[12] 徐英俊, 夏才初* (通讯作者)，周舒威，赵海鸥，薛小代. 基于极限分析上限定理的压气储能洞室抗隆起破坏准则[J]. 岩石力学与工程学报，2022，41(10)：1971-1980. (EI)

[13] 夏才初, 张平阳, 周舒威, 周瑜, 王蕊. 大规模压气储能洞室稳定性和洞周应变分析[J]. 岩土力学, 2014, 35(5): 1391-1398. (EI)

（2）压气储能洞室密封性

研发了柔性密封材料的高压渗透试验装置，利用该装置进行了多种高分子密封材料的高压渗透试验，初步选定了丁基橡胶作为压气储能地下洞室密封层的优选材料，并建立了丁基橡胶渗透系数随压力和温度变化的演化方程（图5）。申请人团考虑了空气在内衬-密封层界面的累积效应，提出了相应的压气储能内衬洞室密封性计算新方法，得到了隧道式洞室空气泄漏的新规律，如图6所示。

发表的相关论文：

[1] Qin S, Xia C* (通讯作者), Zhou S* (通讯作者), et al. Airtightness of a flexible sealed compressed air storage energy (CAES) tunnel considering the permeation accumulation of high-pressure air[J]. Journal of Energy Storage, 2024, 84: 110835. (SCI)

[2] Qin S, Xia C* (通讯作者), Zhou S* (通讯作者). Air tightness of compressed air storage energy caverns with polymer sealing layer subjected to various air pressures[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2023, 15(8): 2105-2116. (SCI)

[3] Zhou Y, Xia C, Zhao H, Mei S, Zhou S. An iterative method for evaluating air leakage from unlined compressed air energy storage (CAES) caverns [J]. Renewable Energy, 2018, 120: 434-445.(SCI)

[4] Xia C, Zhou Y, Zhou S, et al. A simplified and unified analytical solution for temperature and pressure variations in compressed air energy storage caverns [J]. Renewable Energy, 2015, 74: 718-726. (SCI)

[5] 周瑜, 夏才初*, 周舒威, 张平阳. 压气储能内衬洞室高分子密封层的气密与力学特性[J]. 岩石力学与工程学报, 2018, 37(2)：2685-269. (EI)

[6] 周瑜, 夏才初*, 赵海斌, 王先军, 梅松华, 周舒威. 压气储能内衬洞室的空气泄漏率及围岩力学响应估算方法[J]. 岩石力学与工程学报, 2017, 36(2): 297-309. (EI)

（3）岩石断裂模型

针对岩石断裂模型，申请人团队近年来致力于改进传统相场法的局限性，并将相场法引入岩石力学领域。构建了不同物理场作用、不同材料属性情况下岩石断裂的高性能相场模型，提出了相应的关键算法和实现方法，较好地解决了相场模型在岩石力学领域应用时的诸多限制。同时，建立了相场断裂模型的快速建模方法，从而能够对岩石断裂过程中的裂纹面时空演化进行具体量化，阐明了岩石内部裂纹起裂、扩展、偏转、分叉以及合并等现象的断裂机制。

发表的相关论文：

[1] Zhang C, Zhou S* (通讯作者), Xu Y, et al. Phase field method of multi-mode fracture propagation in transversely isotropic brittle rock [J]. Theoretical and Applied Fracture Mechanics, 2023: 104134. (SCI)

[2] Duan J, Zhou S* (通讯作者), Xia C, et al. A dynamic phase field model for predicting rock fracture diversity under impact loading [J]. International Journal of Impact Engineering, 2023, 171: 104376. (SCI)

[3] Xu Y, Zhou S* (通讯作者), Xia C*, et al. A new phase field model for mixed-mode brittle fractures in rocks modified from triple shear energy criterion [J]. Acta Geotechnica, 2022, 17(12): 5613-5637. (SCI)

[4] Zhuang X, Zhou S* (通讯作者), Huynh G D, et al. Phase field modeling and computer implementation: A review [J]. Engineering Fracture Mechanics, 2022, 262: 108234. (SCI)

[5] Zhou S, Zhuang X, Rabczuk T. Phase field modeling of brittle compressive-shear fractures in rock-like materials: A new driving force and a hybrid formulation [J]. Computer Methods in Applied Mechanics and Engineering, 2019, 355: 729-752. (SCI) 

[6] Zhou S, Rabczuk T, Zhuang X. Phase field modeling of quasi-static and dynamic crack propagation: COMSOL implementation and case studies [J]. Advances in Engineering Software, 2018, 122: 31-49. (SCI)

[7] Zhou S, Zhuang X, Zhu H, et al. Phase field modelling of crack propagation, branching and coalescence in rocks [J]. Theoretical and Applied Fracture Mechanics, 2018, 96: 174-192. (SCI)

[8] Zhuang X*, Zhou S. An Experimental and Numerical Study on the Influence of Filling Materials on Double-Crack Propagation [J]. Rock Mechanics and Rock Engineering, 2020: 1-21. (SCI)

[9] Zhuang X, Zhou S* (通讯作者), Huynh G D, et al. Phase field modelling and computer implementation: A review [J]. Engineering Fracture Mechanics, 2022: 108234. (SCI)

[10] Zhou S W, Xia C C. Propagation and coalescence of quasi-static cracks in Brazilian disks: an insight from a phase field model [J]. Acta Geotechnica, 2019, 14(4): 1195-1214. (SCI)

[11] Zhou S, Zhuang X, Zhou J, et al. Phase Field Characterization of Rock Fractures in Brazilian Splitting Test Specimens Containing Voids and Inclusions[J]. International Journal of Geomechanics, 2021, 21(3): 04021006. (SCI)

[12] Zhou S, Xia C, Zhou Y. A theoretical approach to quantify the effect of random cracks on rock deformation in uniaxial compression [J]. Journal of Geophysics and Engineering, 2018, 15(3): 627. (SCI)

[13] Zhou S*, Zhuang X. Adaptive phase field simulation of quasi-static crack propagation in rocks [J]. Underground Space, 2018, 3(3): 190-205. (SCI)

[14] Zhou S. Fracture Propagation in Brazilian Discs with Multiple Pre-existing Notches by Using a Phase Field Method [J]. Periodica Polytechnica Civil Engineering, 2018, 62(3): 700. (SCI)

[15] Tan F, Lv J, Jiao Y, Liang J, Zhou S. Efficient evaluation of weakly singular integrals with Duffy-distance transformation in 3D BEM [J]. Engineering Analysis with Boundary Elements, 2019, 104: 63-70. (SCI)

 （4）面向复杂地层环境的水力裂缝和热力裂缝扩展高精度相场方法

建立了面向复杂地层环境的水力裂缝和热力裂缝扩展高精度相场方法。针对水力裂缝，将多孔介质理论与相场法结合，通过变分方法获得不同物理场控制方程，考虑拟静态裂缝和动态裂缝，构建了多孔介质内拟静态以及动态水力裂缝扩展的高精度相场法，提出相应的关键算法和实现方法；在相场驱动力中考虑材料横观各向同性和地质初始应力影响，通过相场建立材料参数之间的联系，提出了考虑横观各向同性岩石和长期地质初始应力作用的相场模型；将相场模型应用到层状岩体，成功预测了水力裂缝偏转类型。针对热力裂缝，主要以弹性应变为基准，对断裂的驱动力进行修正，提出适用于岩石断裂的热力耦合相场模型。

发表的相关论文：

[1] Zhuang X, Li X, Zhou S* (通讯作者). Three-dimensional phase field feature of longitudinal hydraulic fracture propagation in naturally layered rocks under stress boundaries [J]. Engineering with Computers, 2023, 39(1): 711-734. (SCI)

[2] Zhuang X, Li X, Zhou S* (通讯作者). Transverse penny-shaped hydraulic fracture propagation in naturally-layered rocks under stress boundaries: A 3D phase field modeling [J]. Computers and Geotechnics, 2023, 155: 105205. (SCI)

[3] Zhou S, Zhang C, Xu Y, et al. A hybrid phase field method for modeling thermal fractures in brittle rocks: fracture diversity from a modified driving force [J]. International Journal of Fracture, 2022, 238(2): 185-201. (SCI)

[4] Zhou S, Zhuang X, Rabczuk T. Phase-field modeling of fluid-driven dynamic cracking in porous media [J]. Computer Methods in Applied Mechanics and Engineering, 2019, 350(15): 169-198. (SCI)

[5] Zhou S, Zhuang X, Rabczuk T. A phase-field modeling approach of fracture propagation in poroelastic media [J]. Engineering Geology, 2018, 240: 189-203. (SCI)

[6] Zhuang XY, Zhou SW*(通讯作者), Sheng M, Li GS. On the hydraulic fracturing in naturally-layered porous media using the phase field method [J]. Engineering Geology, 2020. (SCI)

[7] Zhou S, Zhuang X, Rabczuk T. Phase field method for quasi-static hydro-fracture in porous media under stress boundary condition considering the effect of initial stress field [J]. Theoretical and Applied Fracture Mechanics, 2020: 102523. (SCI)

[8] Zhou S, Zhuang X. Phase field modeling of hydraulic fracture propagation in transversely isotropic poroelastic media. Acta Geotechnica, 2020. (SCI)

[9] Zhou S, Ma J. Phase field characteristic of multizone hydraulic fracturing in porous media: the effect of stress boundary [J]. European Journal of Environmental and Civil Engineering, 2020: 1-21. (SCI)

[10] Li K, Zhou S*(通讯作者).Numerical investigation of multizone hydraulic fracture propagation in porous media: new insights from a phase field method [J]. Journal of Natural Gas Science and Engineering, 2019, 66: 42-59. (SCI)

（5）热力作用下岩石力学特性

针对玄武岩初步探索了岩石在循环温度和循环应力作用下的力学性质和损伤模型。开展循环应力-温度试验以及循环后的单轴压缩试验，揭示了玄武岩在循环应力-温度作用下的受力损伤特性；根据已有的循环温度下岩石试验结果，构建了只有循环温度作用的岩石损伤模型；根据循环-温度作用下岩石变形特征，通过连续介质损伤力学以及统计损伤力学概念推演得到岩石损伤模型（图13），该模型可精准描述岩石在循环应力和循环温度作用下的损伤演化。另外，将基于Weibull 分布的岩石损伤本构模型进行拓展，提出同时考虑循环应力和循环温度同时作用的岩石损伤本构模型；基于最小耗能原理，考虑循环应力-温度引起的损伤，建立了岩石在循环应力-温度耦合作用下的强度准则（图44）。

发表的相关论文：

[1] Zhou S W, Xia C C, Hu Y S, et al. Damage modeling of basaltic rock subjected to cyclic temperature and uniaxial stress [J]. International Journal of Rock Mechanics and Mining Sciences, 2015, 77: 163-173. (SCI)

[2] Zhou S W, Xia C C, Zhao H B, et al. Statistical damage constitutive model for rocks subjected to cyclic stress and cyclic temperature [J]. Acta Geophysica, 2017, 65(5): 893-906. (SCI)

[3] Xia C C, Zhou S W*(通讯作者), Zhang P Y, et al. Strength criterion for rocks subjected to cyclic stress and temperature variations [J]. Journal of Geophysics and Engineering, 2015, 12(5): 753. (SCI)

[4] 夏才初, 周舒威*(通讯作者), 胡永生, 等. 循环单轴应力和循环温度作用下玄武岩力学性质初探[J]. 岩土工程学报, 2015, 37: 1016-1024. (EI检索)

[5] 张平阳，夏才初*，周舒威，周瑜，胡永生. 循环加卸载岩石本构模型研究[J]. 岩土力学，2015，36 (12)：3354-3359. (EI检索)

荣誉奖励 

2023、2024年 入选斯坦福全球前2%顶尖科学家榜单

2021年 国家自然科学基金优秀青年科学基金（HW)获得者

2021年 上海市“东方学者”特聘教授

2021年 上海领军人才（海外）

2019年 Publons2019顶级审稿人（工程领域）（领域前1%）

2019-2016年 中德博士后联合奖学金（2016年所有学科全国共30个名额） 

学术兼职

中国岩石力学与工程学会永久会员；

国际SCI期刊Applied Sciences评审委员会（Reviewer Board）成员；

国际SCI期刊Computer Methods in Applied Mechanics and Engineering，Internal Journal of Impact Engineering，Engineering Analysis with Boundary Elements，Frontiers of Structural and Civil Engineering，Journal of Geophysics and Engineering，KSCE journal of Civil Engineering，Polymer, Polymer testing，Computers, Materials and Continua，Underground Space，Periodica Polytechnica Civil Engineering，CMES-COMPUTER MODELING IN ENGINEERING & SCIENCES，Journal of Energy Storage，Defense Technology，Applied Sciences，Construction and Building Materials，Energy Science & Engineering，Engineering Geology，Theoretical and Applied Fracture Mechanics, Engineering Structure, Mathematical Problems in Engineering, Environmental Earth Sciences, Journal of Zhejiang University-Science A审稿人