专著
[1] 张社荣，潘飞，王超，姜佩奇，水利水电工程BIM框架及技术探索，科学出版社
[2] 张社荣，王高辉，王超，高混凝土坝水下爆炸分析理论与方法，科学出版社
[3] 张社荣，崔溦，王超，工程结构现代设计方法，科学出版社
[4] 林继镛，张社荣，水工建筑物，中国水利水电出版社
[5] 张社荣，张彩秀，顾岩等，预应力钢筒混凝土（PCCP）的设计、生产、施工及数值分析，水利水电出版社
[6] HydroBIM系列丛书（参编）：
1）HydroBIM-BIM_CAE集成设计技术
2）HydroBIM-数字化设计应用指南
3）HydroBIM-3S集成应用
4）HydroBIM-EPC总承包项目管理
5）HydroBIM-乏信息综合勘探设计
论文
2022
[1] She L, Zhang SR, Wang C*, et al. A cutting mechanics model of constant cross-section type disc cutter and its application based on dense core theory[J]. International Journal of Rock Mechanics and Mining Sciences, 2022, 150: 105025.
[2] Gan V J L*, Liu T*, Li K. Integrated BIM and VR for Interactive Aerodynamic Design and Wind Comfort Analysis of Modular Buildings[J]. Buildings, 2022, 12(3): 333.
[3] Jia H*, Zhu G, Guo L, et al. An Improved Point Clouds Model for Displacement Assessment of Slope Surface by Combining TLS and UAV Photogrammetry[J]. Applied Sciences, 2022, 12(9): 4320.
[4] Fang X, Wang C, Li H, Wang XH*, Zhang SR, Luo XC, Jia H. Influence of mesoscopic pore characteristics on the splitting-tensile strength of cellular concrete through deep-learning based image segmentation[J]. Construction and Building Materials, 2022, 315.
[5] Wang XH, Zhang SR, Dai JG, Wang C*,Evaluation of base damage and stability of concrete gravity dam subjected to underwater explosion[J], Structures, 2022, 1502-1514.
[6] Fang X, Li H, Zhang SR , Wang XH* , Wang C, L XC ,A combined finite element and deep learning network for structural dynamic response estimation on concrete gravity dam subjected to blast loads[J], Defence Technology, 2022.
[7] Wang C, Du M, Zhang SR, Wei PY, Wang XH*, Huo WL,Investigation into the performance-based blast-resistance evaluation for concrete gravity dams[J], Engineering Structures, 2022, 268: 114800.
[8] 佘磊,张社荣,和孙文,王超*,李雷,景勇,刘勇.基于密实核理论的TBM盘形滚刀磨损预测模型研究[J].岩土工程学报,2022,44(05):970-978.
2021
[1] Zhang S, Wei P, Wang C, Wang G, Lu W, Cao K. Failure criteria calibration based on the triaxial compression behavior of roller compacted concrete (RCC). Materials and Structures. 2021;54.
[2] Zhang S, Shang C, Wang C. Real-time safety risk identification of water diversion tunnel based on IAHP and extended TOPSIS methods. Advances in Science and Technology of Water Resources. 2021;41:15-20.
[3] Zhang S, Shang C, Fang X, He S, Yu L, Wang C et al. Wireless Monitoring-Based Real-Time Analysis and Early-Warning Safety System for Deep and Large Underground Caverns. Journal of Performance of Constructed Facilities. 2021;35.
[4] Zhang S, Liu T, Wang C. Multi-source data fusion method for structural safety assessment of water diversion structures. Journal of Hydroinformatics. 2021;23:249-66.
[5] Zhang S, Jin L, Wang C, Liu T, Li Z, Guan W. Design of multi-source data management system for long-distance water diversion projects based on classification tree. Journal of Water Resources and Water Engineering. 2021;32:125-30,35.
[6] Zhang S, Jiang P, Zhang Z, Wang C. WebGIS-Based Collaborative Construction Quality Control of RCC Gravity Dam Using Sensing Devices. Journal of Construction Engineering and Management. 2021;147.
[7] Zhang S, Cao K, Wang C, Zhu A, Wang X, Shang C. Temperature and age effects on mechanical behaviour of phosphorus slag-based concrete. Advances in Cement Research. 2021;33:114-25.
[8] Wei P, Zhang S, Wang X, Wang C. Derivation of the True Strain Rate Effect of Roller Compacted Concrete (RCC) from Impact-Induced Fragmentation. Journal of Advanced Concrete Technology. 2021;19:1040-51.
[9] Wang C, Wei P, Wang X, Zhang S, Cui W. Blast-Resistance and Damage Evaluation of Concrete Gravity Dam Exposed to Underwater Explosion: Considering the Initial Stress Field. Ksce Journal of Civil Engineering. 2021;25:2922-35.
[10] Wang C, Jia H, Zhang S, Shi Z, Wang X. Image-based quantitative and efficient identification method for concrete surface cracks. Journal of Hydroelectric Engineering. 2021;40:134-44.
[11] Sun B, Deng M, Zhang S, Wang C, Li Y, Song R. Application of the endurance time methodology on seismic analysis and performance assessment of hydraulic arched tunnels. Tunnelling and Underground Space Technology. 2021;115.
[12] Liu T, Zhang S, Wang C. A BIM-Based Safety Management Framework for Operation and Maintenance in Water Diversion Projects. Water Resources Management. 2021;35:1619-35.
[13] Cui W, Wang L-x, Jiang Z-a, Wang C, Wang X-h, Zhang S-r. Numerical simulation of grouting process in rock mass with rough fracture network based on corrected cubic law. Rock and Soil Mechanics. 2021;42:2250-8.
[14]Sun B, Deng M, Zhang S, Wang C, Cui W. Seismic performance evaluation of high asphaltic-concrete-core rockfill dams considering duration effect. Shuili Fadian Xuebao/Journal of Hydroelectric Engineering. 2021;40(5):1-10.
[15]Cui W, Xie E, Zhang G, Li H. Identification of Isolated Dangerous Rock Mass in High and Steep Slope Using Unmanned Aerial Vehicle. Wuhan Daxue Xuebao (Xinxi Kexue Ban)/Geomatics and Information Science of Wuhan University. 2021;46(6):836-43.
[16]Cui W, Wei J, Zhang GK, Li HB. Research on collapse characteristics of binary particle column based on discrete element simulation. Yantu Lixue/Rock and Soil Mechanics. 2021;42(1):280-90.
[17]Cui W, Wei J, Wang C, Wang XH, Zhang SR. Discrete element simulation of collapse characteristics of particle column considering gradation and shape. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering. 2021;43(12):2230-9.
[18]Cui W, Tang QW, Song HF. Effects of viscosity on pumping concrete behavior using computational fluid dynamics method. ACI Materials Journal. 2021;118(2):117-26.
[19]Cui W, Meng M, Song H. CFD Numerical Simulation of Movement and Static Segregation of Self-compacting Concrete Aggregate. Jianzhu Cailiao Xuebao/Journal of Building Materials. 2021;24(1):39-44.
2020
[1] Zhang S, Hou D, Wang C, Pan F, Yan L. Integrating and managing BIM in 3D web-based GIS for hydraulic and hydropower engineering projects. Automation in Construction. 2020;112.
[2] Zhang S, Cao K, Wang C, Wang X, Wang J, Sun B. Effect of silica fume and waste marble powder on the mechanical and durability properties of cellular concrete. Construction and Building Materials. 2020;241.
[3] Zhang S, Cao K, Wang C, Wang X, Deng G, Wei P. Influence of the porosity and pore size on the compressive and splitting strengths of cellular concrete with millimeter-size pores. Construction and Building Materials. 2020;235.
[4] Wang X-h, Zhang S-r, Wang C, Cui W, Cao K-l, Fang X. Blast-induced damage and evaluation method of concrete gravity dam subjected to near-field underwater explosion. Eng Struct. 2020;209.
[5] Wang C, Song R, Wang G, Zhang S, Cao X, Wei P. Modifications of the HJC (Holmquist-Johnson-Cook) Model for an Improved Numerical Simulation of Roller Compacted Concrete (RCC) Structures Subjected to Impact Loadings. Materials. 2020;13.
[6] Wang C, Hao H, Zhang S, Wang G. Influence of Ground Motion Duration on Responses of Concrete Gravity Dams. Journal of Earthquake Engineering. 2020;24:1156-80.
[7] Sun B, Zhang S, Wang C, Cui W. Ground motion duration effect on responses of hydraulic shallow-buried tunnel under SV-waves excitations. Earthquake Engineering and Engineering Vibration. 2020;19:887-902.
[8] Sun B, Zhang S, Deng M, Wang C. Nonlinear dynamic analysis and damage evaluation of hydraulic arched tunnels under mainshock-aftershock ground motion sequences. Tunnelling and Underground Space Technology. 2020;98.
[9] Sun B, Zhang S, Deng M, Wang C. Inelastic dynamic response and fragility analysis of arched hydraulic tunnels under as-recorded far-fault and near-fault ground motions. Soil Dynamics and Earthquake Engineering. 2020;132.
[10] Sun B, Zhang S, Cui W, Deng M, Wang C. Nonlinear dynamic response and damage analysis of hydraulic arched tunnels subjected to P waves with arbitrary incoming angles. Computers and Geotechnics. 2020;118.
[11] Sun B, Deng M, Zhang S, Cui W, Wang C, Yu L et al. Inelastic dynamic analysis and damage assessment of a hydraulic arched tunnel under near-fault SV waves with arbitrary incoming angles. Tunnelling and Underground Space Technology. 2020;104.
[12] He J, Zhang S, Wang C, Huang X, Zhu L. A monitoring method for slope surface displacement combining UAV photography and laser scanning. China Safety Science Journal（CSSJ）. 2020;30:156-62.
[13] Yan W, Cui W, Qi L. Effect of aggregate gradation and mortar rheology on static segregation of self-compacting concrete. Construction and Building Materials. 2020;259.
[14] Wang X, Cui W, Li B, Zhang X, Zhang Y, Huang Y. Supramolecular self-assembly of two-component systems comprising aromatic amides/Schiff base and tartaric acid. Frontiers of Chemical Science and Engineering. 2020;14(6):1112-21.
[15] Luo Y, Cui W, Song H. Poromechanical microplane model with thermodynamics for deterioration of concrete subjected to freeze-thaw cycles. Journal of Materials in Civil Engineering. 2020;32(11).
[16] Liu D, Sun L, Ma H, Cui W. Process Simulation and Mesoscopic Analysis of Rockfill Dam Compaction Using Discrete Element Method. International Journal of Geomechanics. 2020;26(6).
[17] Cui W, Zou X, Li Z, Jiang ZA, Xie W. Experimental study on seepage diffusion movement in fractal rock fractures. Yantu Lixue/Rock and Soil Mechanics. 2020;41(11):3553-62.
[18] Cui W, Yan WS, Song HF, Wu XL. DEM simulation of SCC flow in L-Box set-up: Influence of coarse aggregate shape on SCC flowability. Cement and Concrete Composites. 2020;109.
[19] Cui W, Xiao M. Centrifuge modeling of geogrid-reinforced and rammed soil-cement column-supported embankment on soft soil. Journal of Testing and Evaluation. 2020;48(5):4016-29.
[20] Cui W, Tang QW, Song HF. Washout resistance evaluation of fast-setting cement-based grouts considering time-varying viscosity using CFD simulation. Construction and Building Materials. 2020;242.
[21] Cui W, Luo Y, Peng S. Early-Age Cracking Analysis of a HVFA Concrete Structure Based on Thermo-Hygro-Mechanical Modeling Combined with XFEM. Advances in Materials Science and Engineering. 2020;2020.
[22] Cui W, Liu MM, Song HF, Guan W, Yan HM. Influence of initial defects on deformation and failure of concrete under uniaxial compression. Engineering Fracture Mechanics. 2020;234.
[23] Cui W, Liu M, Song H, Yan J, Yan H, Guan W. Failure analysis of concrete with initial defects based on acoustic emission technology. Shuili Fadian Xuebao/Journal of Hydroelectric Engineering. 2020;39(8):36-45.
[24] Cui W, Liu D, Song HF, Zhang SR, He SW. Experimental study of salt-resisting slurry for undersea shield tunnelling. Tunnelling and Underground Space Technology. 2020;98.
2019
[1] Zhang S, Song R, Wang C, Wei P. Dynamic mechanical property analysis of roller-compacted concrete and damage constitutive model establishment. Journal of Central South University of Science and Technology. 2019;50:130-8.
[2] Zhang S, Song R, Wang C, Shang C, Wei P. Modification of a dynamic constitutive model-HJC model for roller-compacted concrete and numerical verification. Journal of Vibration and Shock. 2019;38:25-31.
[3] Zhang S, Shang C, Wang C, Song R, Wang X. Real-Time Safety Risk Identification Model during Metro Construction Adjacent to Buildings. Journal of Construction Engineering and Management. 2019;145.
[4] Zhang S, Liu T, Zhu G, Wang C. Research and application of intelligent design of three-dimensional parameterization in long-distance water diversion engineering based on BIM. Journal of Water Resources and Water Engineering. 2019;30:139-45.
[5] Wang X-h, Zhang S-r, Wang C, Cao K-l, Wei P-y, Wang J-x. Effect of steel fibers on the compressive and splitting-tensile behaviors of cellular concrete with millimeter-size pores. Construction and Building Materials. 2019;221:60-73.
[6] 张社荣, 宋冉, 王超, 魏培勇. 碾压混凝土的动态力学特性分析及损伤演化本构模型建立. 中南大学学报(自然科学版). 2019;50:130-8.
[7] 张社荣, 宋冉, 王超, 尚超, 魏培勇. 碾压混凝土HJC动态本构模型修正及数值验证. 振动与冲击. 2019;38:25-31.
[8] Song HF, Cui W, Yan WS. Analysis of tangential stress between fresh self-compacting concrete and wall based on thixotropy theory. Construction and Building Materials. 2019;196:126-33.
[9] Huang Y, Zhang X, Cui W, Wang X, Li B, Zhang Y, et al. Novel liquid crystalline organogelators based on terephthalic acid and terephthalaldehyde derivatives: Properties and promotion through the formation of halogen bonding. New Journal of Chemistry. 2019;44(2):614-25.
[10] Cui W, Liu D, Song HF, Pu GJ. Development and experimental study on environmental slurry for slurry shield tunneling. Construction and Building Materials. 2019;216:416-23.
2018
[1] Zhang S, Song R, Wang C, Wang X. Experimental Investigation of the Compressive Behavior of RCC under High Strain Rates: Considering the Rolling Technique and Layered Structure. Journal of Materials in Civil Engineering. 2018;30.
[2] Zhang S, Hou D, Wang C, Cao X, Zhang F, Pan F et al. Real-Time Safety Evaluation for Slope during Construction Using Numerical Forecast and Sensor Monitoring Platform. Sensors. 2018;18.
[3] Wang X-h, Zhang S-r, Wang C, Song R, Shang C, Fang X. Experimental investigation of the size effect of layered roller compacted concrete (RCC) under high-strain-rate loading. Construction and Building Materials. 2018;165:45-57.
[4] Wang X-h, Zhang S-r, Wang C, Song R, Shang C, Cao K-l. Fragmentation-based dynamic size effect of layered roller compacted concrete (RCC) under impact loadings. Construction and Building Materials. 2018;192:58-69.
[5] Wang X-h, Zhang S-r, Wang C, Shang C, Cao K-l, Wei P-y. Investigation into stress wave propagation across interlayers existing in roller compacted concrete (RCC) under impact loadings. Construction and Building Materials. 2018;193:13-22.
[6] Wang X-h, Zhang S-r, Wang C, Liu F-c, Song R, Wei P-y. Initial damage effect on dynamic compressive behaviors of roller compacted concrete (RCC) under impact loadings. Construction and Building Materials. 2018;186:388-99.
[7] Wang c, Hao H, Zhang S, Wang G. Influence of Ground Motion Duration on Responses of Concrete Gravity Dams. Journal of Earthquake Engineering. 2018:1-25.
[8] Wang C, Chen W, Hao H, Zhang S, Song R, Wang X. Experimental investigations of dynamic compressive properties of roller compacted concrete (RCC). Construction and Building Materials. 2018;168:671-82.
[9] Qi L, Liu C, Cui W, Li Y. Calibration of contact parameters of DEM for fresh self-compacting concrete. Gongneng Cailiao/Journal of Functional Materials. 2018;49(7):07050-6.
[10] Liu D, Chen J, Li S, Cui W. An integrated visualization framework to support whole-process management of water pipeline safety. Automation in Construction. 2018;89:24-37.
[11] Jiang ZA, Chen H, Cui W, Yan HP, editors. Present situation and preliminary analysis of glacial lake in naqu region. IOP Conference Series: Earth and Environmental Science; 2018.
[12] Cui W, Yan WS, Song HF, Wu XL. Blocking analysis of fresh self-compacting concrete based on the DEM. Construction and Building Materials. 2018;168:412-21.
2017
[1] Zhang S-r, Wang X-h, Wang C, Song R, Huo H-y. Compressive behavior and constitutive model for roller compacted concrete under impact loading: Considering vertical stratification. Construction and Building Materials. 2017;151:428-40.
[2] Zhang S-r, Hu A-k, Wang C, Peng Z-h. Three-dimensional intelligent inversion method for in-situ stress field based on SLR-ANN algorithm. Rock and Soil Mechanics. 2017;38:2737-45.
[3] Zhang S, Yu M, Wang C, Wang G. Effect of contraction joint state on the anti-knock performance of concrete gravity dam. Journal of Hohai University Natural Sciences. 2017;45:509-14.
[4] Zhang S, Wang X, Wang C. Effects of Pore Structure and Its Development Degree on Dissolution Rock Mechanical Characteristics. Journal of Tianjin University. 2017;50:1018-28.
[5] Zhang S, Pan F, Wang C, Sun Y, Wang H. BIM-Based Collaboration Platform for the Management of EPC Projects in Hydropower Engineering. Journal of Construction Engineering and Management. 2017;143.
[6] Wang G, Wang Y, Lu W, Yu M, Wang C. Deterministic 3D seismic damage analysis of Guandi concrete gravity dam: A case study. Eng Struct. 2017;148:263-76.
[7] 张社荣, 于茂, 王超, 王高辉. 不同横缝状态影响下混凝土重力坝抗爆性能研究. 河海大学学报（自然科学版）. 2017;45:509-14.
[8] 张社荣, 王枭华, 王超. 孔隙结构特征及发育程度对溶蚀岩体力学特性的影响. 天津大学学报(自然科学与工程技术版). 2017;50:1018-28.
[9] 张社荣, 胡安奎, 王超, 彭振辉. 基于SLR-ANN的地应力场三维智能反演方法研究. 岩土力学. 2017;38:2737-45.
[10] Cui W, Yang N, Song H. Nonlinear finite element analysis of concrete structure based on nonlocal microplane model M7. Jianzhu Jiegou Xuebao/Journal of Building Structures. 2017;38(2):126-33.
[11] Cui W, Ji T, Li M, Wu X. Simulating the workability of fresh self-compacting concrete with random polyhedron aggregate based on DEM. Materials and Structures/Materiaux et Constructions. 2017;50(1).
[12] Cui W, Huang J, Song H, Xiao M. Development of two new anti-washout grouting materials using multi-way ANOVA in conjunction with grey relational analysis. Construction and Building Materials. 2017;156:184-98.
2016
[1] Zhang S-r, Hu A-k, Wang C. Three-dimensional inversion analysis of an in situ stress field based on a two-stage optimization algorithm. Journal of Zhejiang University-Science A. 2016;17:782-802.
[2] Zhang S, Yu M, Xiao F, Wang C, Wang G. Long-Term Structural Responses of Orifices in Gravity Dams Considering Thermal and Creep Effects. Journal of Performance of Constructed Facilities. 2016;30.
[3] Zhang S, Yu M, Wang C, Pan F, Wang G. Wave and energy absorbing effects of sandwich panels with aluminum foam cores for air and underwater explosion. China Safety Science Journal（CSSJ）. 2016;26:80-6.
[4] Zhang S, Hu A, Wang C, Shao P, Tan Y. Real-time dynamic inversion of surrounding rock mechanical parameters during construction of large-scale underground cavern group. Journal of Hohai University Natural Sciences. 2016;44:189-95.
[5] Wang C, Zhang S-r, Zhang F-h, Du C-b. A dynamic simulation analysis method of high-steep slopes based on real-time numerical model and its applications. Rock and Soil Mechanics. 2016;37:2383-90.
[6] Wang C, Zhang S, Yu M. Stochastic Simulation and Analysis of Geological Corrosion Defects in Dam Foundation. Transactions of Tianjin University. 2016;22:324-33.
[7] Wang C, Zhang S, Wang G. Influence of Initial Cracks on Seismic Response Characteristics of Gravity Dam. Journal of Tianjin University. 2016;49:392-9.
[8] Wang C, Zhang S, Du C, Pan F, Xue L. A Real-Time Online Structure-Safety Analysis Approach Consistent with Dynamic Construction Schedule of Underground Caverns. Journal of Construction Engineering and Management. 2016;142.
[9] 张社荣, 于茂, 王超, 潘飞, 王高辉. 空中水下爆炸条件下泡沫铝夹芯板的消波吸能效应. 中国安全科学学报. 2016;26:80-6.
[10] 张社荣, 胡安奎, 王超, 邵鹏哲, 谭尧升. 大型地下洞室群施工期围岩力学参数实时动态反演. 河海大学学报(自然科学版). 2016;44:189-95.
[11] 王超, 张社荣, 张峰华, 杜成波. 基于实时更新数值模型的高陡边坡动态仿真分析方法及应用. 岩土力学. 2016;37:2383-90.
[12] 王超, 张社荣, 王高辉. 初始裂缝对重力坝地震响应特性的影响. 天津大学学报(自然科学与工程技术版). 2016;49:392-9.
[13] Song H, Cui W, Somers N. Discussion: Stop-end method for the panel connection of cut-off walls. Proceedings of the Institution of Civil Engineers: Geotechnical Engineering. 2016;169(3):314.
[14] Song H, Cui W. A large-scale colluvial landslide caused by multiple factors: mechanism analysis and phased stabilization. Landslides. 2016;13(2):321-35.
[15] Cui W, Yang N, Song H. Tangential interaction mechanism between very early-age concrete and structures. Shuili Fadian Xuebao/Journal of Hydroelectric Engineering. 2016;35(2):101-8.
[16] Cui W, Li M, Wu J, Ji T. Test study of lateral interaction mechanism at different concrete mixes between very early-age concrete and structures. Tongji Daxue Xuebao/Journal of Tongji University. 2016;44(11):1674-80.
[17] Cui W, Ji T, Wu J. Experimental study and numerical simulation for the effect of thermal expansion coefficient on the behavior of early concrete. Tongji Daxue Xuebao/Journal of Tongji University. 2016;44(3):355-61 and 401.
2015
[1] Zhang S, Du C, Sa W, Wang G, Wang C. Full-scale Dynamic Simulation for Structure Safety and Schedule Coupling of RCC Gravity Dams. Journal of System Simulation. 2015;27:57-62.
[2] Zhang C, Zhang S, Cui W, Wang C. Dynamic risk analysis and system development for stability of surrounding rock of underground carven group. Hydro-Science and Engineering. 2015:73-80.
[3] Wang C, Zhang S, Li H, Yu M. MEASURE OF SUPPORT CONTROL FOR FROZEN METHOD CONSTRUCTED ZONE OF WATER CONVEYANCE TUNNEL UNDER COMPLEX GEOLOGICAL CONDITIONS. Journal of Engineering Geology. 2015;23:311-9.
[4] 张社荣, 杜成波, 撒文奇, 王高辉, 王超. RCC重力坝全尺度结构安全与进度耦合动态仿真. 系统仿真学报. 2015;27:57-62.
[5] 张超, 张社荣, 崔溦, 王超. 地下洞室群围岩稳定性动态风险分析及系统研发. 水利水运工程学报. 2015:73-80.
[6] 王超, 张社荣, 李宏璧, 于茂. 复杂地质条件输水隧洞冻结施工段支护控制研究. 工程地质学报. 2015;23:311-9.
[7] Song H, Cui W. Stop-end method for the panel connection of cut-off walls. Proceedings of the Institution of Civil Engineers: Geotechnical Engineering. 2015;168(5):457-68.
[8] Cui W, Wu J, Song H. Thermal field analysis of early-age concrete considering effects of degree of hydration on thermal conductivity. Dongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Southeast University (Natural Science Edition). 2015;45(4):792-8.
[9] Thermo-hydro-mechanical coupling analysis of early-age concrete with behavioral changes considered and its application
2014
[1] Zhang S-r, Sun B, Wang C, Yan L. Influence of intermediate principal stress on failure mechanism of hard rock with a pre-existing circular opening. Journal of Central South University. 2014;21:1571-82.
[2] Zhang S, Wang G, Wang C, Pang B, Du C. Numerical simulation of failure modes of concrete gravity dams subjected to underwater explosion. Engineering Failure Analysis. 2014;36:49-64.
[3] Zhang S, Tan Y, Wang C, Wang K. Research on deformation failure mechanism and stability of slope rock mass containing multi-weak interlayers. Rock and Soil Mechanics. 2014;35:1695-702.
[4] Zhang S, Du C, Sa W, Wang C, Wang G. Bayesian-Based Hybrid Simulation Approach to Project Completion Forecasting for Underground Construction. Journal of Construction Engineering and Management. 2014;140.
[5] Zhang S, Du C, Sa W, Wang C. Method for Time-varying Schedule Risk Forecasting of Underground Structure Group Based on Bayesian Theory. Journal of System Simulation. 2014;26:1131-7.
[6] Wang G, Zhang S, Wang C, Yu M. Seismic performance evaluation of dam-reservoir-foundation systems to near-fault ground motions. Natural Hazards. 2014;72:651-74.
[7] Wang C, Zhang S-r, Sun B, Wang G-h. Methodology for estimating probability of dynamical system's failure for concrete gravity dam. Journal of Central South University. 2014;21:775-89.
[8] Wang C, Zhang S, Yu M, Wang G. Jumping degradation probability model of the structure performance under random seismic loads. Journal of Earthquake Engineering and Engineering Vibration. 2014;34:34-40.
[9] Wang C, Zhang S, Yu M. Seismic stability evaluation for bank sections of gravity dams in gorge area. Rock and Soil Mechanics. 2014;35:1383-90.
[10] Wang C, Zhang S, Li M, Wang G. Classification of earthquake damage to gravity dams based on a damage index model. Journal of Earthquake Engineering and Engineering Vibration. 2014;34:218-26.
[11] Cao X, He Y, Xiong K, Feng R, Wang C, Cen W. Dynamic Response of High Rockfill Dam Considering Confining Pressure Effect. Journal of Tianjin University. 2014;47:116-23.
[12] 张社荣, 谭尧升, 王超, 于茂. 强降雨特性对饱和–非饱和边坡失稳破坏的影响. 岩石力学与工程学报. 2014;33:4102-12.
[13] 张社荣, 谭尧升, 王超, 王宽. 多层软弱夹层边坡岩体破坏机制与稳定性研究. 岩土力学. 2014;35:1695-702.
[14] 张社荣, 杜成波, 撒文奇, 王超. 基于贝叶斯理论的地下洞室群时变施工进度风险预测方法. 系统仿真学报. 2014;26:1131-7.
[15] 王超, 张社荣, 于茂, 王高辉. 随机地震下结构性能的跳变退化概率模型研究. 地震工程与工程振动. 2014;34:34-40.
[16] 王超, 张社荣, 于茂. 峡谷区重力坝岸坡坝段动力稳定性评估方法. 岩土力学. 2014;35:1383-90.
[17] 王超, 张社荣, 黎曼, 王高辉. 基于损伤指数模型的重力坝地震破坏等级划分. 地震工程与工程振动. 2014;34:218-26.
[18] Cui W, Wang N, Zhang S. Thermo-mechanical couple analysis of viscoelastic behavior for early-age concrete. Jianzhu Jiegou Xuebao/Journal of Building Structures. 2014;35(6):130-6.
[19] Cui W, Wang N. Principal stress axis rotation and effect on failure model of surrounding rock during tunnelling. Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology). 2014;45(6):2062-70.
[20] Cui W, Chen W, Wang N. Early concrete thermal parameters optimization and accurate thermal field simulation. Sichuan Daxue Xuebao (Gongcheng Kexue Ban)/Journal of Sichuan University (Engineering Science Edition). 2014;46(3):161-7.
2013
[1] Zhang S, Yu M, Xiao F, Wang C. Effect of contraction joint state on the mechanical behavior of deep openings in high dams. Journal of Hydraulic Engineering. 2013;44:1249-56.
[2] Zhang S, Yan L, Sun B, Wang C. Influence of intermediate principal stress on hard rock fracturing mechanism. Rock and Soil Mechanics. 2013;34:1469-77.
[3] Zhang S, Wang G, Wang C. Study on ultimate aseismic capacity evaluation of concrete gravity dam. Journal of Hydroelectric Engineering. 2013;32:168-75,80.
[4] Zhang S, Wang C, Sun B, Wang G. Evaluation Method of Maximum Aseismic Capability of Gravity Dam on Complex Layered Rock Foundation. Journal of Tianjin University. 2013;46:202-10.
[5] Zhang S, Wang C, Sun B. Reliability analysis for multiple failure modes related sliding stability system between layers of gravity dam. Journal of Hydraulic Engineering. 2013;44:426-34.
[6] Zhang S, Wang C, Sun B. Time-frequency characteristics of seismic responses for gravity dams based on energy dissipation. Journal of Earthquake Engineering and Engineering Vibration. 2013;33:167-75.
[7] Zhang S, Wang C, Sun B. New Stochastic Process Model for the Time-varying Reliability Analysis of the Deteriorating Structures. Journal of Sichuan University Engineering Science Edition. 2013;45:28-32.
[8] Zhang S, Wang C, Sun B. Probabilistic Characteristics of the Performance-Based Seismic Response of Concrete Gravity Dams. Journal of Tianjin University. 2013;46:603-10.
[9] Zhang S, Wang C, Sun B. Stochastic simulation and influence analysis of dissolution dam foundation under Bayes constraint random field. Rock and Soil Mechanics. 2013;34:2337-46.
[10] Zhang S, Sun B, Yan L, Wang C. Risk identification on hydropower project using the IAHP and extension of TOPSIS methods under interval-valued fuzzy environment. Natural Hazards. 2013;65:359-73.
[11] Zhang S, Sa W, Pang B, Wang C. Study on intelligent selection and visualization of flood evacuation route considering warning time. Journal of Hydroelectric Engineering. 2013;32:63-9,106.
[12] Wang C, Zhang S, Wang G. Damage evolution and energy dissipation characters of gravity dam under main shock-aftershock earthquake sequences. Journal of Earthquake Engineering and Engineering Vibration. 2013;33:50-6.
[13] 张社荣, 于茂, 肖峰, 王超. 横缝开合状态对高坝深孔结构力学行为影响. 水利学报. 2013;44:1249-56.
[14] 张社荣, 严磊, 孙博, 王超. 中主应力对硬岩破裂机制的影响. 岩土力学. 2013;34:1469-77.
[15] 张社荣, 王高辉, 王超. 混凝土重力坝极限抗震能力评价方法. 水力发电学报. 2013;32:168-75+80.
[16] 张社荣, 王超, 孙博, 王高辉. 复杂层状岩基上重力坝极限抗震能力评估方法初探. 天津大学学报(自然科学与工程技术版). 2013;46:202-10.
[17] 张社荣, 王超, 孙博. 退化结构时变可靠性分析的随机过程新模型. 四川大学学报(工程科学版). 2013;45:28-32.
[18] 张社荣, 王超, 孙博. 重力坝多失效模式相关层间抗滑稳定体系的可靠性分析. 水利学报. 2013;44:426-34.
[19] 张社荣, 王超, 孙博. 基于性能的重力坝随机地震反应概率特征. 天津大学学报(自然科学与工程技术版). 2013;46:603-10.
[20] 张社荣, 王超, 孙博. 基于能量耗散的重力坝地震响应时频特征分析. 地震工程与工程振动. 2013;33:167-75.
[21] 张社荣, 王超, 孙博. Bayes约束随机场下坝基溶蚀区随机模拟方法及其影响分析. 岩土力学. 2013;34:2337-46.
[22] 张社荣, 孙博, 王超, 严磊. 双轴压缩试验下岩石裂纹扩展的离散元分析. 岩石力学与工程学报. 2013;32:3083-91.
[23] 张社荣, 撒文奇, 庞博慧, 王超. 考虑预警时间的智能化洪灾疏散路径选择与可视化研究. 水力发电学报. 2013;32:63-9+106.
[24] 王超, 张社荣, 王高辉. 主余震地震序列下重力坝损伤演化及能量特征. 地震工程与工程振动. 2013;33:50-6.
[25] Zhao CH, Cui W, Ma B. Numerical analysis and field observation of drawn force of sliding pipe method for ultradeep diaphragm wall. Applied Mechanics and Materials2013. p. 906-9.
[26] Zhao CH, Cui W, Ma B. Key technology analysis of construction of joint-pipe method for ultra-deep diaphragm wall. Applied Mechanics and Materials2013. p. 915-8.
[27] Liu X, Cui W, Qi L, Sun B. Numerical research of rock mass mechanics properties under the influence of scale effects and anisotropy. Shenyang Jianzhu Daxue Xuebao (Ziran Kexue Ban)/Journal of Shenyang Jianzhu University (Natural Science). 2013;29(1):16-22.
[28] Cui W, Wang N, Song H. Deformation numerical analysis of deep excavation in soft soil based on modified hardening model. Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering. 2013;32(SUPPL.2):4041-7.
2012