王新刚，教授，博士生导师，西北大学黄土动力灾害与生态环境修复技术研究中心副主任。
中国地质大学地质工程专业博士，美国Texas A&M University博士后。先后主持国家自然科学青年基金项目、中国博士后基金特别资助项目、国家自然基金重点项目专题和国家重点研发计划课题专题等项目10余项，公开发表SCI/EI及核心论文80余篇，论文他引2000余次，主编专著1部(科学出版社)，获得或申请国家发明专利10项。相关研究成果在国内外行业权威期刊《Engineering Geology》、《Landslides》、《CATENA》、《Computers and Geotechnics》、《Nat.Hazards Earth Syst.Sci.》、《Acta Geotechnica》、《Bulletin of Engineering Geology and the Environment》、《Geomorphology》、《Soil and Tillage Research》、《International Journal of Geotechnical Engineering》、《Geotechnical and Geological Engineering》、《岩石力学与工程学报》、《岩土工程学报》、《岩土力学》、《地球科学》等上发表，学术成果及科研报告在城市地铁、地质灾害、水利水电及采矿工程等领域中应用，取得了一定的认可和经济效益;曾获得陕西省“青年杰出人才”、首批秦岭生态环境保护“青年学者”、国家科技进步二等奖、陕西省科学技术一等奖等学术奖励。
欢迎地质工程/岩土工程/环境工程及其他交叉学科的学生报考硕士、博士研究生或开展博士后合作研究。
学术兼职：
国际岩石力学学会(ISRM)会员;中国岩石力学与工程学会青年理事;中国岩石力学与工程学会(ISRM)滑坡与工程边坡分会理事;中国工程地质专业委员会(IAEG)青年委员; 陕西省岩土力学与工程学会(SXRSME)常务理事、副秘书长;《Engineering Geology》、《Landslides》、《Bulletin of Engineering Geology and the Environment》、《岩石力学与工程学报》、《岩土力学》等10余个国内外权威期刊审稿人。
科研奖励：
2021年11月，《重大工程黄土灾害机理、感知识别及防控关键技术》，获国家科技进步奖二等奖；
2020年11月，《秦岭矿集区典型地质灾害促发因素科考及生态防治措施建议》，获共青团陕西省委秦岭生态科学考察特别奖；
2019年03月，陕西省高等学科科学技术奖一等奖；
2018年02月，陕西省科学技术奖一等奖；
2017年03月，陕西省高等学科科学技术奖一等奖；
2016年11月，湖北省自然科学优秀学术论文二等奖；
2014年7月，中国地质大学(武汉)优秀毕业生(博士生研究生)；
2014年6月，优秀博士论文奖，中国地质大学(武汉)；
2013年12月，李四光英才奖，中国地质大学(武汉)。
教学奖励：
2021年5月，全国大学青年教师地质课程教学比赛一等奖；
2021年，西北大学第七届中国国际“互联网+”大学生创新创业大赛银奖——感灾识危，“触”灾“援”险——黄土滑坡识别与演化智能感知交互系统；
2020年，西北大学第六届中国国际“互联网+”大学生创新创业大赛银奖——秦岭山地采矿区地质灾害“互联网+”智能感知识别系统；
2016年，西北大学第二届中国“互联网+”大学生创新创业大赛铜奖——黄土滑坡蠕变监测及其互联网交互预警系统。
出版专著：
王新刚，王家鼎—《复杂地质环境下边坡流变机理及稳定性研究》, 科学出版社, 30万字, 2018年，国际标准书号ISBN：978-7-03055559-5，中国版本图书馆CIP数据核字(2017)第283921号.
国家发明专利:
王新刚，王家鼎等. 一种新型的软岩剪切流变仪，授权，专利号：ZL201610023382.9
王新刚，王家鼎等. 一种滑坡蠕变监测的预警系统及方法，授权，专利号：ZL201610466160.4
王新刚，王家鼎等. 一种用于测定饱和黄土 泥岩接触面的原位剪切实验仪, 授权，专利号：ZL201710427656.5
王新刚，连宝琴等. 一种定量模拟土体三轴试样干湿循环的试验装置，授权，专利号：ZL202022541282.X
王新刚，王道正，王家鼎.一种漂木泥石流峰值流量的测算方法，申请，专利号：ZL202011257651.0
王新刚，王道正，王家鼎.一种考虑增湿作用的黄土三轴剪切蠕变仪及试验方法，申请，专利号：ZL202111030296.8
连宝琴，彭建兵，王新刚。一种黄土地区用原样土取样装置，授权，专利号：ZL201621359844.6。
贾鹏飞，王新刚。一种灌区基础数据采集系统，授权，专利号：ZL201710186556.8
代表性论文：
Wang XG; Wang JD; Li P; Zhan HB; Qiu HJ; Sheng H. (2020). Moisture Content Effect on the Creep Behavior of Loess for the Catastrophic Baqiao Landslide, CATENA, 187:104371, https://doi.org/10.1016/j.Catena.2019.104371. (中科院SCI一区+TOP期刊)
Wang XG; Yin YP; Wang JD; Lian BQ; Qiu HJ; Gu TF.(2018). A nonstationary parameter model for the sandstone creep tests, Landslides, 2018,15(7): 1377-1389. https://doi.org/10.1007/s10346-018-0961-9. (中科院SCI一区+TOP期刊)
Wang JD; Wang XG*(通讯作者); Zhan HB; Qiu HJ; Sheng H, (2019). A new superlinear viscoplastic shear model for accelerated rheological deformation. Computers and Geotechnics, 114:103132, https://doi.org/10.1016/j.compgeo.2019.103132. (中科院SCI一区+TOP期刊)
Lian BQ, Wang XG*(通讯作者), Zhan HB, et al.,(2022). Creep mechanical and microstructural insights into the failure mechanism of loess landslides induced by dry-wetcycles in the Heifangtai platform, China, Engineering Geology, https://doi.org/10.1016/j.enggeo.2022.106589(中科院SCI一区+TOP期刊)
Wang, D., Wang, X.,*(通讯作者), Chen, X. et al.(2022). Laboratory flume experiments on the characteristics of large wood accumulations from debris flow and the backwater rise at slit-check dams. Landslides. https://doi.org/10.1007/s10346-022-01887-7 (中科院SCI一区+TOP期刊)
Lian, B., Wang, X.,*(通讯作者),Liu, K. et al.(2021). A mechanical insight into the triggering mechanism of frequently occurred landslides along the contact between loess and red clay. Sci Rep 11, 17556. https://doi.org/10.1038/s41598-021-96384-7 (SCI+TOP 期刊)
Lian BQ; Peng JB; Zhan HB; Huang QB; Wang XG*(通讯作者);Sheng Hu.(2020).Formation mechanism analysis of irrigation-induced retrogressive loess Landslides.CATENA, 195,104441, https://doi.org/10.1016/j.catena.2019.104441. (中科院SCI一区+TOP期刊)
Wang DZ;Wang XG*(通讯作者)(2022). Analysis of factors influencing the large wood transport and block-outburst in debris flow based on physical model experiment. Geomorphology, 398, 1 February 2022,108054, https://doi.org/10.1016/j.geomorph.2021.108054 (中科院SCI二区)
Lian BQ;Wang XG*(通讯作者) ; Peng JB.(2020). Shear rate effect on the residual strength characteristics of saturated loess in naturally drained ring shear tests. Nat. Hazards Earth Syst. Sci., 20, 2843–2856, 2020, https://doi.org/10.5194/nhess-20-2843-2020 (中科院SCI二区)
Wang XG; Lian BQ; Liu Kai; Luo Li.(2021). Trigger mechanism of loess-mudstone landslides inferred from ring shear tests and numerical simulation. Journal of Mountain Science, 2021,18(9): 2412-2426. https://doi.org/10.1007/s11629-021-6791-6. (SCI)
Wang XG; Liu K; Lian BQ. (2021). Experimental study on ring shear properties of fiber-reinforced loess. Bull Eng Geol Environ, 80(6):5021–5029. https://doi.org/10.1007/s10064-021-02243-0. (SCI)
Wang XG; Lian BQ; Wang JD; Feng WK; Gu TF.(2020). Creep damage properties of sandstone under dry-wet cycles. Journal of Mountain Science, 2020, 17(6):3112-3122. https://doi.org/10.1007/s11629-020-6284-z. (SCI)
Wang XG; Zhan, H., Wang, J. , Li, Ping. (2019). On the mechanical damage to tailings sands subjected to dry–wet cycles. Bull Eng Geol Environ, 78(6):4647-4657. https://doi.org/10.1007/s10064-018-1427-y (SCI)
Wang XG; Huang, L., Zhang, J. (2019). A Rheological Model of Sandstones considering Response to Thermal Treatment. Advances in Civil Engineering, 2019. https://doi.org/10.1155/2019/2143748 (SCI)
Wang XG; Qiangbing Huang, Baoqin Lian, Nina Liu, and Jun Zhang. "Modified Nishihara Rheological Model considering the Effect of Thermal-Mechanical Coupling and Its Experimental Verification," Advances in Materials Science and Engineering, vol. 2018, Article ID 4947561, 9 pages, 2018. https://doi.org/10.1155/2018/4947561. (SCI)
Wang XG; Huang L; Yan CB, Lian BQ, HKCV rheological constitutive model of mudstone under dry and saturated conditions, Advances in Civil Engineering, Volume 2018 (2018), 10 pages. https://doi.org/10.1155/2018/2621658 (SCI)
Wang XG; H Zhan, JD Wang, P Li，The Stability of Tailings Dams under Dry-wet Cycles :A Case Study in Luonan, China，Water, 10(8): 1048, 2018 ; https://doi.org/10.3390/w10081048 (SCI)
Wang XG; Wang, JD; Gu TF; Lian BQ, A modified Hoek-Brown failure criterion considering the damage to reservoir bank slope rocks under water saturation-dehydration circulation , Journal of Mountain Science, 2017.4, 14(4): 771~781. https://doi.org/10.1007/s11629-016-4206-x (SCI)
Wang XG; Hu, Bin; Tang, Huiming; Hu, Xinli; Wang, Jiading;Huang, Lei, A constitutive model of granite shear creep under moisture , Journal of Earth Science, 2016.8, 27(4): 677~685. https://doi.org/10.1007/s12583-016-0709-1 (SCI)
Hu, S., Qiu, H., Wang, N., Wang,X., et al. (2022). Movement process, geomorphological changes, and influencing factors of a reactivated loess landslide on the right bank of the middle of the Yellow River, China. Landslides. https://doi.org/10.1007/s10346-022-01856-0 (中科院SCI一区+TOP期刊)
Lian, B., Peng, J., Zhan, H., Wang, X. (2019). Mechanical response of root-reinforced loess with various water contents. Soil and Tillage Research, 193, 85-94. (中科院SCI一区+TOP期刊)
Hu, Sheng ; Qiu, Haijun ; Wang, Xingang; Gao, Yu; Wang, Ninglian;Wu, Jiang; Yang, Dongdong; Cao, Mingming, Acquiring high-resolution topography and performing spatial analysis of loess landslides by using low-cost UAVs , landslide, 2017.10.21, 10.21(2017): 1~20. (中科院SCI一区+TOP期刊)
Qiu, H., Hu, S., Wang, X., Yang, D., Pei, Y., Ma, S. (2019). Size and spatial distribution of loess slides on the Chinese Loess Plateau. Physical Geography, 1-19. (SCI)
Wang, J. D., Li, P., Ma, Y., Vanapalli, S. K., Wang, X. G. (2019). Change in pore-size distribution of collapsible loess due to loading and inundating. Acta Geotechnica, 1-14. (中科院SCI一区+TOP期刊)
D. Yang, H. Qiu, S. Hu, Y. Pei, X. Wang, C. Du, Y. Long, M. (2021). CaoInfluence of successive landslides on topographic changes revealed by multitemporal high-resolution UAS-based DEM, CATENA, 202 :105229, 10.1016/j.catena.2021.105229(中科院SCI一区+TOP期刊)
Qiu, H., Cui, P., Regmi, A. D., Hu, S., Wang, X., & Zhang, Y. (2018). The effects of slope length and slope gradient on the size distributions of loess slides: field observations and simulations.Geomorphology,300, 69-76. (SCI)
Qiu H, Cui P, Hu S, Regmi AD, Wang X, Yang D (2018) Developing empirical relationships to predict loess slide travel distances: a case study on the Loess Plateau in China.Bull Eng Geol Environ,77(4),1299-1309. (SCI)
Hu, S., Qiu, H., Pei, Y., Cui, Y., Xie, W., Wang, X., ... & Cao, M. (2019). Digital terrain analysis of a landslide on the loess tableland using high-resolution topography data.Landslides, 16(3), 617-632. (中科院SCI一区+TOP期刊)
Qiu, H., Cui, P., Regmi, A. D., Hu, S., Wang, X., Zhang, Y.,He, Y.(2017). Influence of topography and volume on mobility of loess slides within different slip surfaces.Catena,157,180-188. (中科院SCI一区+TOP期刊)
王新刚;胡斌;唐辉明;胡新丽;贾鹏飞,渗透压-应力耦合作用下泥岩三轴流变实验及其流变本构,地球科学, 2016.5.15, (05): 886~894. (EI 检索号: 20162302468496)
Lian, Baoqin; Wang, Xingang(通讯作者); Zhu, Rongsen ; Liu, Jie ; Wang.Yupeng,A numerical simulation study of landslides induced by irrigation in Heifangtai loess area - A case study of Huangci. Earth and Environmental Science, 108(3), 2018, DOI: 10.1088/1755-1315/108/3/032064. (EI检索号：20181004884592)
Tian-shun Hou, Xin-gang Wang & Sibel Pamukcu，Geological Characteristics and Stability Evaluation of Wanjia Middle School Slope in Wenchuan Earthquake Area，Geotechnical and Geological Engineering, February 2016, Volume 34, Issue 1, pp 237-249. (EI检索号:20154501517545)
X.G. Wang ,J.D. Wang,T.S.Hou. Geostress Test and Analysis of The Tibet Bangpu Mining Area, International Journal of Geotechnical Engineering,2017,11(2): 156-162. (EI检索号:16802068)
王新刚,胡斌,王家鼎,贾鹏飞,焦伟.基于GSI的Hoek-Brown强度准则定量化研究.岩石力学与工程学报,2015,34(S2):3805-3812. (EI检索号：20154501526179)
王新刚;胡斌;连宝琴,改进的非线性黏弹塑性流变模型及花岗岩剪切流变模型参数辨识,岩土工程学报, 2014.2, 36(5): 916~921. (EI检索号: 20142317792020)
王新刚;胡斌;连宝琴;祝凯;余宏明,西藏邦铺矿区花岗岩剪切流变本构研究及其开挖边坡长期稳定性分析,岩土力学, 2014.12.30, 35(12): 2496~3502. (EI 检索号: 20150200412540)
Wang, Xingang; Ma, Chong,3D numerical analysis of anti-slide pile resistance effect and coupling effect of soil-pile interaction,Electronic Journal of Geotechnical Engineering, v19, nR, p4133-4141, 2014 . (EI检索号: 20160501880671)
王新刚; 胡斌;连宝琴;余宏明;胡新丽,库水位骤变下滑坡–抗滑桩体系作用三维分析,岩石力学与工程学报, 2013.12.30, 32(12): 2439~2446. (EI 检索号：20140317209564)
王新刚, 胡 斌,连宝琴,蒋海飞,余宏明.碎石土边坡石灰改良与桩锚护坡稳定性数值分析,岩石力学与工程学报, 2013, 32(s2),3852-3860. (EI 检索号：20134817040331)
Chong MA , Xingang WANG(通讯作者), Bin HU，etl. Numerical simulation analysis of isolation pile-steel shotcrete combined，Applied Mechanics and Materials, Vols. 638-640 (2014) , p507-511. (EI检索号：20152300913031 )
胡斌,王新刚(通讯作者),冯晓腊,胡启晨,王 伟.武汉地铁某深基坑开挖对周边高架桥影响的分析预测与数值模拟研究,岩土工程学报, 2014,36(s2):368-373. (EI 检索号： 20145100335356)
Ma Chong , Hu Bin*, Zhan Hongbing，Wang, Xingang. Triaxial Rheological Mechanism and Creep Model of Mudstone under Complex Stress, E-Journal of Geotechnical Engineering, 2016, 6(21)：2127~2142(EI检索号：20164402973560)
胡斌,蒋海飞,胡新丽,郭利娜,王新刚.紫红色泥岩剪切流变力学特性分析.岩石力学与工程学报,2012,31(S1):2796-2802.(EI 检索号：20123515382011)
Lian Baoqin，Wang, Xingang(通讯作者)，Research on the optimal design of cutting and excavation control for a loess landslide based on numerical simulation.Advances in Engineering Research 75，318-322，2016. (CPCI)
Lian Baoqin，Wang, Xingang(通讯作者)，Estimation of rock mass mechanical parameters of an open-pit mine，Advances in Engineering Research, 2016,95，399-403. (CPCI )
Ma, C., Wang, X. G.*, Hu, B., & Zhan, H. B. (2014). Numerical simulation analysis of isolation pile-steel shotcrete combined support of deep foundation pit excavation.Applied Mechanics and Materials, Vol. 638, pp. 507-511. (EI 检索号：20152300913031)
胡斌,王新刚(通讯作者)，连宝琴.纤维类材料改善膨胀土工程性能的适用性探讨.岩土工程学报,2010,32(S2):615-618. (EI 检索号：20103813251986 )
王新刚,刘凯,连宝琴,王家鼎,邱海军,胡胜.黄土-泥岩滑坡诱发因素及形成机理研究进展[J].西北大学学报(自然科学版),2021,51(03):404-413.
王新刚;谷天峰;王家鼎,基质吸力控制下的非饱和黄土三轴蠕变试验研究,水文地质工程地质, 2017, 44(4): 57~61
王新刚,胡斌,赵治海,连宝琴.渗流作用下节理型黄土开挖边坡塌滑破坏分析[J].自然灾害学报, 2014,02:47-52.
王新刚,胡斌,余宏明,连宝琴.降雨入渗通道对黄土开挖边坡影响[J].辽宁工程技术大学学报(自然科学版),2013,09:1178-1181.
王新刚,胡斌,李博,刘强,余宏明.碎石土直剪试验三维数值模拟[J].实验室研究与探索,2013,09:5-8.
王新刚,陈晋,胡斌,陈芳,余宏明.基于赤平投影的节理控制性黄土边坡破坏模式分析[J].煤矿安全, 2013,08:210-212.
王新刚,胡斌,刘强,蒋海飞,王伟.松树南沟矿区节理岩质边坡开挖稳定性分析[J].金属矿山,2013, 08:127-130.
王新刚,胡斌,刘强,余宏明.碎石土大型直剪研究与边坡稳定性分析[J].长江科学院报,2013,06:63-67.
王新刚,胡斌,李博,刘智权,刘代田.西藏邦铺露天矿台阶边坡破坏类型分析[J].工程勘察,2011, 11:1-4+28.
连宝琴,王新刚*.节理型黄土开挖边坡塌滑破坏机理[J].煤田地质与勘探,2015,01:68-71.
谭维佳,王新刚*.刘飞.考虑降雨渗流影响的露天煤矿黄土开挖边坡分析[J].地质科技情报, 2015,01:198-203.
陈芳,王新刚*, 吴永风.改进的邓肯-张本构模型在碎石土边坡稳定性分析中的应用[J].水力发电,2014,40(05):21-23+36.
谭维佳,王新刚*, 胡斌,刘飞,刘强.不同建筑物对地铁基坑相互效应影响分析[J].地下空间与工程学报, 2014,04:868-872.
郭健,王新刚* ,刘强.节理控制性岩质边坡的稳定性分析[J].矿业研究与开发,2014,05:31-35.
胡斌,王新刚* , 刘智权,余业清,刘代田,尹财富.西藏邦铺露天矿岩体优势结构面与边坡稳定性分析[J].金属矿山,2011,04:12-15.
