校聘副教授-蒋水华
[点击数:     更新工夫: 2016-05-31 ]

教诲阅历

2011/09-2014/12,武汉大学,水利水电工程,博士,导师:李典庆 传授

2013/04-2014/04,香港科技大学,岩土工程,研讨助理,导师:张利民 传授

2012/06-2012/12,香港科技大学,岩土工程,接见学生,导师:张利民 传授

2009/09-2011/06,武汉大学,水利水电工程,硕士,导师:李典庆 传授

2005/09-2009/06,长春工程学院,农业水利工程,学士

工作经历

2014/12-至今,南昌大学,建筑工程学院水利工程系,讲师

2015/09-2017/03,慕尼黑工业大学,土木地质取环境工程学院,博士后,协作导师:Prof. Daniel Straub

教学工作简历:

主讲《水工建筑物及课程设计》、《水利立异设想取理论》和《水利水电工程专业毕业设计》等课程。主持江西省高等学校教学改革研讨课题1项,指点本科生科研练习项目2项,宣布教学改革论文1篇。

科研工作简历:

重要处置水利水电岩土工程牢靠度取风险掌握方面的研究工作。现在作为第一负责人主持2015年国家自然科学基金青年科学基金项目、水工岩石力学教育部重点实验室开放基金项目、长江科学院开放研讨基金项目和江西省教育厅科学技术研究项目各1项。同时博士研究生时期主持完成2012年教育部“博士研究生学术新人奖”赞助项目和武汉大学博士生自立科研项目各1项,作为重要成员前后到场国度973企图项目和国度杰出青年科学基金项目等多项纵向课题。博士论文当选2015年度中国岩石力学取工程学会优异博士学位论文。现在协作出书专著1部,正在本范畴国内外支流期刊ASCE Journal of Geotechnical and Geoenvironmental EngineeringEngineering GeologyComputers and Geotechnics、岩石力学取工程学报、岩土工程学报和岩土力学上宣布学术论文40余篇,个中SCI论文15篇,EI论文19篇,国际会议论文9篇。1SCI论文当选ESI热门论文(Hot Papers),2SCI论文当选ESI下被引论文(Highly Cited Papers)。

主持或列入的项目状况

[1]      国家自然科学基金青年科学基金项目,51509125、高边坡锚索系统机能退化模子实时变牢靠度研讨、2016/01-2018/12正在研、主持

[2]      水工岩石力学教育部重点实验室开放基金项目RMHSE1505,高边坡稳定性分层次评价指标体系及机能更新研讨、2016/01-2017/12、正在研、主持。

[3]      长江科学院开研讨基金项目,CKWV2015222/KY思索坝体质料参数空间变异性的土石坝风险剖析2015/07-2017/06、正在研、主持

[4]      江西省教育厅科学技术研讨重点项目GJJ150033思索参数非安稳散布特性的库岸边坡机能更新评价要领2016/01-2018/12、正在研、主持

[5]      江西省水利厅科技项目,KT201533,碾压混凝土坝体透水率影响身分及渗流特性研讨、2016/01-2018/12、正在研、协作主持

[6]      江西省高等学校教学改革研究课题JXJG-15-1-59,拔尖立异型水利人材的造就路子和要领研讨、2015/11-2017/10、正在研、主持

[7]      国家自然科学基金区域基金项目51569014、基于时变毁伤的混凝土坝退役机能多标准退化特性取协同诊断要领研讨、2016/01-2019/12、正在研、到场。

[8]      教育部博士研究生学术新人奖赞助项目,5052012206001、锚固系统机能劣化条件下高边坡时变体系牢靠度研讨2012/10-2014/06结题主持

[9]      武汉大学研究生自立科研项目,2012206020201、基于非侵入式随机有限元法的边坡稳固概率剖析要领研讨2012/06-2014/06结题主持

讲授科研嘉奖及专利状况

[1]      南昌大学“215人材工程”赣江青年学者当选者201510.

[2]      中国岩石力学取工程学会优异博士学位论文奖201510.

[3]      武汉大学研究生“学术立异奖”二等奖201509.

[4]      第十七届“芙蓉学子·学术立异奖”,201412.

[5]      研究生国度奖学金,201310.

[6]      教育部博士研讨死学术新人奖201210.

代表性论文

1  专著

[1]      李典庆, 蒋水华. (2016). 边坡牢靠度非侵入式随机剖析要领[M]. 北京: 科学出版社. ISBN: 9787030475114, 32万字.

2  SCI论文

[1]      Jiang, S. H., and Huang, J. S. (2016). Efficient slope reliability analysis at low-probability levels in spatially variable soils[J]. Computers and Geotechnics, 75: 18-27. (SCI)

[2]      Jiang, S. H., Li, D. Q., Cao, Z. J., Zhou, C. B., and Phoon, K. K. (2015). Efficient system reliability analysis of slope stability in spatially variable soils using Monte Carlo simulation[J]. ASCE Journal of Geotechnical and Geoenvironmental Engineering, 141(2): 04014096. (SCI, ESI Highly cited papers in 2015)

[3]      Jiang, S. H., Li, D. Q., Zhang, L. M., and Zhou, C. B. (2014). Slope reliability analysis considering spatially variable shear strength parameters using a non-intrusive stochastic finite element method[J]. Engineering Geology, 168: 120-128. (SCI, ESI Highly cited papers in 2015)

[4]      Jiang, S. H., Li, D. Q., Zhang, L. M., and Zhou C. B. (2014). Time-dependent system reliability of anchored rock slopes considering rock bolt corrosion effect[J]. Engineering Geology, 175: 1-8. (SCI)

[5]      Jiang, S. H., Li, D. Q., Zhou, C. B., and Zhang, L. M. (2014). Capabilities of stochastic response surface method and response surface method in reliability analysis[J]. Structural Engineering and Mechanics, 49(1): 111-128. (SCI)

[6]      Li, D. Q., Jiang, S. H., Cao, Z. J., Zhou, W., Zhou, C. B., and Zhang, L. M. (2015). A multiple response-surface method for slope reliability analysis considering spatial variability of soil properties[J]. Engineering Geology, 187: 60-72. (SCI, ESI Hot papers in 2015)

[7]      Li, D. Q., Jiang, S. H., Cao, Z. J., Zhou, C. B., Li, X. Y., and Zhang, L. M. (2015). Efficient 3-D reliability analysis of the 530 m high abutment slope at Jinping I Hydropower Station during construction[J]. Engineering Geology, 195: 269-281. (SCI)

[8]      Li, D. Q., Jiang, S. H., Chen, Y. F., and Zhou, C. B. (2014). Reliability analysis of serviceability performance for an underground cavern using a non-intrusive stochastic method[J]. Environmental Earth Sciences, 71(3): 1169-1182. (SCI)

[9]      Li, D. Q., Jiang, S. H., Cheng, Y. G., and Zhou, C. B. (2013). A comparative study of three collocation point methods for odd order stochastic response surface method[J]. Structural Engineering and Mechanics, 45(5): 595-611. (SCI)

[10]  Li, D. Q., Jiang, S. H., Wu, S. B., Zhou, C. B., and Zhang, L. M. (2013). Modeling multivariate distributions using Monte Carlo simulation for structural reliability analysis with complex performance function[J]. Journal of Risk and Reliability, 227(2): 109-118. (SCI)

[11]  Li, D. Q., Jiang, S. H., Chen, Y. F., and Zhou, C. B. (2011). System reliability analysis of rock slope stability involving correlated failure modes[J]. KSCE Journal of Civil Engineering, 15(8): 1349-1359. (SCI)

[12]  Li, X. Y., Zhang, L. M., Jiang, S. H., Li, D. Q., and Zhou, C. B. (2016). Assessment of slope stability in the monitoring parameter space[J]. Journal of Geotechnical and Geoenvironmental Engineering, 142(4): 04015096. (SCI)

[13]  Li, X. Y., Zhang, L. M., and Jiang, S. H. (2016). Updating performance of high rock slopes by combining incremental time-series monitoring data and three-dimensional numerical analysis. International Journal of Rock Mechanics and Mining Sciences, 83: 252-261. (SCI)

[14]  Yang, J. H., Lu, W. B., Jiang, Q. H.,Yao, C., Jiang, S. H., and Tian, L. (2016). A study on the vibration frequency of blasting excavation in highly stressed rock masses[J]. Rock Mechanics and Rock Engineering. (SCI)

[15]  Peng, M., Li, X. Y., Li, D. Q., Jiang, S. H., and Zhang, L. M. (2014). Slope safety evaluation by integrating multi-source monitoring information[J]. Structural Safety, 49: 65-74. (SCI)

3  EI论文

[1]      蒋水华, 魏博文, 姚池, 杨建华. (2016). 思索概率散布影响的低概率程度边坡牢靠度剖析[J]. 岩土工程学报, 38(6). (EI)

[2]      蒋水华, 魏博文, 黄劲松. (2016). 思索参数空间变异性的失稳边坡参数概率反剖析[J]. 岩土工程学报. (EI)

[3]      蒋水华, 姚池, 杨建华, 周创兵. (2016). 基于BUS要领的有限长边坡牢靠度更新[J]. 岩土力学. (EI)

[4]      蒋水华, 黄劲松. (2016). 不排水抗剪强度非安稳随机场模仿及边坡牢靠度剖析[J]. 岩土力学. (EI)

[5]      蒋水华, 李典庆, 黎学优, 张利民, 周创兵. (2015). 锦屏一级水电站左岸坝肩边坡施工期高效三维牢靠度剖析[J]. 岩石力学取工程学报, 34(2): 349-361. (EI)

[6]      蒋水华, 祁小辉, 曹子君, 李典庆. (2015). 基于随机相应里法的边坡体系牢靠度剖析[J]. 岩土力学, 36(3): 809-818. (EI)

[7]      蒋水华, 李典庆. (2015). 思索参数空间变异性多层土坡体系牢靠度剖析[J]. 岩土力学, 36(1): 629-633. (EI)

[8]      蒋水华, 李典庆, 周创兵, 方国光, (2014). 思索自相干函数影响的边坡牢靠度剖析[J]. 岩土工程学报, 36(3): 508-518. (EI)

[9]      蒋水华, 李典庆, 周创兵, 张利民, (2014). 思索参数空间变异性的非饱和土坡牢靠度剖析[J]. 岩土力学, 35(9): 2569-2578. (EI)

[10]  蒋水华, 李典庆, 曹子君, 周创兵, 张利民. (2014). 思索参数空间变异性的边坡体系牢靠度剖析[J]. 运用根蒂根基取工程科学学报, 22(5): 841-855. (EI)

[11]  蒋水华, 彭铭, 李典庆, 张利民, 周创兵. (2013). 思索时效特性的锚固岩质边坡变形牢靠度剖析[J]. 岩石力学取工程学报, 32(6): 1270-1278. (EI)

[12]  蒋水华, 冯晓波, 李典庆, 周创兵. (2013). 边坡牢靠度剖析的非侵入式随机有限元法[J]. 岩土力学, 34(8): 2347-2354. (EI)

[13]  蒋水华, 李典庆, 周创兵. (2013). 基于拉丁超立方抽样的边坡牢靠度剖析非侵入式随机有限元法[J]. 岩土工程学报, 35(2): 70-76. (EI)

[14]  蒋水华, 李典庆, 周创兵. (2012). 随机相应里法最优概率配点数量剖析[J]. 盘算力学学报, 29(3): 345-351. (EI)

[15]  李典庆, 蒋水华, 张利民, 周创兵. (2013). 思索锚杆侵蚀感化的岩质边坡体系牢靠度剖析[J]. 岩石力学取工程学报, 32(6): 1137-1144. (EI)

[16]  李典庆,蒋水华,周创兵,方国光. (2013). 思索参数空间变异性的边坡牢靠度剖析非侵入式随机有限元法[J]. 岩土工程学报, 35(8): 1413-1422. (EI)

[17]  李典庆, 蒋水华, 周创兵. (2012). 基于非侵入式随机有限元法的地下洞室牢靠度剖析[J]. 岩土工程学报, 34(1): 123-129. (EI)

[18]  唐栋, 祁小辉, 蒋水华, 李典庆. (2015). 差别前期降雨取土-火特性曲线对边坡稳固的影响[J]. 岩土工程学报, 37(1): 148-155. (EI)

[19]  杨建华, 姚池, 卢文波, 姜清辉, 蒋水华, 周创兵. (2015). 深埋隧洞钻爆开挖围岩振动频率特性研讨[J]. 岩土力学. (EI)

4  国际会议论文

[1]      Jiang, S. H., Papaioannou, I., Straub, D. (2016). Optimizing borehole locations for slope reliability assessment. Geo-Risk 2017: Geotechnical Risk from Theory to Practice, June 4-7, 2017, Denver, Colorado.

[2]      Jiang, S. H., Papaioannou, I., Straub, D. (2016). Bayesian updating of slope reliability in undrained clay with vane shear test data. 14th International Probabilistic Workshop (IPW2016), December 5-7, 2016, Ghent, Belgium.

[3]      Jiang, S. H., Yao, C., Yang, J. H., and Wei, B. W. (2016). A multiple response-surface based Subset simulation for slope reliability analysis in spatially variable soils[C]. 6th Asian-Pacific Symposium on Structural Reliability and its Applications (APSSRA6), May 28-30, 2016, Shanghai, China.

[4]      Jiang, S. H., Li, D. Q., and Wei, B. W. (2015). Reliability analysis of heterogeneous slope considering effect of distribution types[C]. 5th International Symposium on Geotechnical Safety and Risk (ISGSR2015), 13-16 October 2015, Rotterdam, The Netherlands. CD-ROM.

[5]      Jiang, S. H., and Li, D. Q. (2014). System reliability analysis of multi-layered slopes with spatially correlated soil properties. International Symposium on Reliability Engineering and Risk Management (ISRERM2014), Phoon, K.K. (editors), May 20-24, 2014, , Taipei, Taiwan.

[6]      Jiang, S. H., and Li, D. Q. (2014). Reliability analysis of unsaturated slope with spatially correlated soil properties. Second International Conference on Vulnerability and Risk Analysis and Management (ICVRAM2014), Michael Beer, Ivan S.K. Au & Jim W. Hall (editors), 13-16 July 2014, University of Liverpool, UK. (EI)

[7]      Jiang, S. H., and Li, D. Q. (2013). Slope reliability analysis using a non-intrusive stochastic finite element method[C]. 4th International Symposium on Geotechnical Safety and Risk (ISGSR2013), 4-6 December 2013, Hong Kong, China. CD-ROM, Geotechnical Safety and Risk IV, 2013, 379-384. (EI)

[8]      Jiang, S. H., Tang, X. S., and Li, D. Q. (2011). Stochastic response surface method applied to reliability analysis of slope stability[C]. Proceedings of the 14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, 23-27 May 2011, Hong Kong, China. (EI)

[9]      Jiang, S. H., Li, D. Q., and Tang, X. S. (2010). System reliability evaluation of rock slope stability considering correlated failure modes[C]. The 17th Southeast Asian Geotechnical Conference, Taipei, Taiwan, May 10-13, 2010, 235-239.

5  教改论文

[1]      蒋水华,温勇兵,魏博文,徐镇凯,黎良辉. (2016). 水工建筑物课程设计新模式的探究取理论[J]. 高档修建教诲.

学术兼职及其他:

[1]      中国力学学会会员(会员号:S032600891M)(2016.01 – 至今).

[2]      中国岩石力学取工程学会会员(会员号:S330790180M)(2016.04 – 2020.04.

[3]      岩土工程学报、ASCE Journal of Geotechnical and Geoenvironmental EngineeringGeorisk: Assessment and Management of Risk for Engineered Systems and GeohazardsGeomechanics and Engineering: An International JournalASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering等期刊审稿人.

联系方式:

通讯地址:南昌市红谷滩新区学府大道999号南昌大学建工楼B607

邮编:330031

E-mailjiangshuihua-2008@163.com

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