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程红战

发布于:2022-05-05 星期四 14:13:41  点击数:1729

程红战,博士(博士后),副教授。2012年本科毕业于中国矿业大学地质工程专业,2017年博士(硕博连读)毕业于中国科学院大学武汉岩土力学研究所岩土工程专业,同年进入湖南大学土木工程学院从事博士后研究工作,期间入选博士后国际交流计划派出计划(全国120人/年),主持了国家自然科学基金青年项目、中国博士后科学基金面上资助、湖南省自然科学基金青年项目各1项。长期从事地下结构-土体相互作用、盾构隧道施工模拟及变形控制、岩土工程可靠度分析等研究领域,发表国内外高水平论文20余篇,发明专利5项,软件著作权4项。

基本信息

姓名: 程红战

出生:1990.07

职称:副教授

籍贯:山东菏泽

电子邮箱:hzcheng@hnu.edu.cn

通讯地址:湖南省长沙市岳麓区湖南大学土木工程学院

邮政编码:41008

教育背景

2012.09 – 2017.06    中国科学院大学武汉岩土力学研究所  岩土工程专业  博士(硕博连读)

2008.09 – 2012.06    中国矿业大学               地质工程专业  学士



工作履历

2022.03 – 今        湖南大学土木工程学院  副教授

2019.12 – 2022.02    湖南大学土木工程学院  博士后(副研究员)

2019.09 – 2021.01    Nanyang Technological University School of Civil and Environmental Engineering   Visiting Scholar

2017.07 – 2019.12    湖南大学土木工程学院  博士后(助理研究员)




研究领域

地下结构-土体相互作用

盾构隧道施工模拟及变形控制

运营盾构隧道保护

岩土工程可靠度分析


科研项目

主持:

1、湖南大学科研启动基金,50万,2022.03-2027.07

2国家自然科学基金青年项目,花岗岩残积土地基深开挖下运营地铁盾构隧道变形规律研究,22万,2019.01-2021.12

3、湖南省自然科学基金青年项目,地质模型不确定性下土压平衡盾构开挖面稳定性动态调控研究,5万,2019.01-2021.12

4、中国博士后科学基金面上项目,考虑地质空间非平稳性的大直径盾构开挖面失稳机理研究,5万,2018.09-2020.09

参与:

1、国家自然科学基金重点项目,城市地下空间建设环境下地下结构安全控制理论及方法,300万,2020.01-2024.12

2、湖湘高层次人才聚集工程-创新团队,城市地下空间开发与可持续发展,200万,2020.01-2022.12

3、国家自然科学基金面上项目,潮汐作用下越江盾构隧道长期上浮机制及控制方法,60万,2019.01-2022.12


学术成果


期刊论文

[1]    Cheng, H.Z., Chen, R.P., Wu, H.N., Meng, F.Y., Yi, Y.L. (2021). General solutions for the longitudinal deformation of shield tunnels with multiple discontinuities in strata. Tunnelling and Underground Space Technology, 107,103652.

[2]    Cheng, H.Z., Chen, R.P., Wu, H.N., Meng, F.Y. (2021). Analytical investigation for the circumferential behavior of the shield-driven tunnel adjacent to a braced excavation, Geotechnical Aspects of Underground Construction in Soft Ground.

[3]    Cheng, H.Z., Chen, R.P., Wu, H.N., Meng, F.Y. (2020). A simplified method for estimating the longitudinal and circumferential behaviors of the shield-driven tunnel adjacent to a braced excavation. Computers and Geotechnics, 123, 103595.

[4]    Cheng, H.Z. (2020). Probabilistic analysis of tunnel face stability considering spatially variable undrained shear strength with linearly increasing mean trend. Proceedings of the Institution of Mechanical Engineers, Part O: Journal of Risk and Reliability, 1748006X2092715.

[5]    Huang J.H., Chen J., Lu Y., Yi S., Cheng H.Z., Cui L. (2020). Deformation behaviors and dynamic backbone curve model of saturated soft clay under bidirectional cyclic loading. International Journal of Geomechanics, 20(4):04020016.

[6]    Meng, F.Y., Chen, R.P., Wu, H.N., Cheng, H.Z. (2020). Evaluating closely spaced twin tunnelling-induced shear stiffness change by subsurface settlement in clayey ground. Environmental Earth Sciences, 79, 326.

[7]    Huang, J.H., Chen, J., Cheng, H.Z., Qiu, Y.F. (2020). Effect of drainage states on dynamic behaviours of Ningbo clay under uniform cyclic loading. Proceedings of the Institution of Civil Engineers - Ground Improvement,173(2):105–15.

[8]    Cheng, H.Z., Chen, J., Chen, R.P., Chen, G.L. (2019). Reliability study on shield tunnel face using a random limit analysis method in multilayered soils. Tunnelling and Underground Space Technology, 84, 353–363.

[9]    Cheng, H.Z., Chen, J., Chen, R.P., Huang, J.H., Li, J.H. (2019). Three-dimensional analysis of tunnel face stability in spatially variable soils. Computers and Geotechnics, 111, 76–88.

[10] Cheng, H.Z., Chen, J., Li, J.B. (2019). Probabilistic Analysis of Ground Movements Caused by Tunneling in a Spatially Variable Soil. International Journal of Geomechanics, 19(12), 04019125.

[11] Cheng, H.Z., Chen, J., Chen, R.P., Chen, G.L. (2019). Comparison of Modeling Soil Parameters Using Random Variables and Random Fields in Reliability Analysis of Tunnel Face. International Journal of Geomechanics, 19(1), 04018184.

[12] Cheng, H.Z., Chen, J., Chen, G.L. (2019). Analysis of ground surface settlement induced by a large EPB shield tunnelling: a case study in Beijing, China. Environmental Earth Sciences, 78(20).

[13] Lin X.T., Chen R.P., Wu H.N., Cheng H.Z. (2019). Deformation behaviors of existing tunnels caused by shield tunneling undercrossing with oblique angle. Tunnelling and Underground Space Technology, 89:78-90.

[14] Lin X.T., Chen R.P., Wu H.N., Cheng H.Z. (2019). Three-dimensional stress-transfer mechanism and soil arching evolution induced by shield tunneling in sandy ground. Tunnelling and Underground Space Technology, 93, 103-104.

[15] Cheng, H.Z., Chen, J., Chen, R.P., Chen, G.L., Zhong, Y. (2018). Risk assessment of slope failure considering the variability in soil properties. Computers and Geotechnics, 103, 61–72.

[16] Cheng, H.Z., Chen, J. (2018) Risk Assessment of Slope Accounting for the Cross-Correlation of Soil Properties. In: Proceedings of the 2nd International Symposium on Asia Urban GeoEngineering. Springer Series in Geomechanics and Geoengineering. Springer.

[17] Cheng, H.Z., Chen, J. (2018) Risk Assessment of Slope Accounting for the Cross-Correlation of Soil Properties. In: Proceedings of the 2nd International Symposium on Asia Urban GeoEngineering. Springer Series in Geomechanics and Geoengineering. Springer, Singapore.

[18] 李健斌, 陈健, 程红战, 张善凯, 吴佳明, 胡之锋. (2019). 考虑空间变异性的盾构隧道地层力学响应敏感性分析.岩石力学与工程学报,38( 8) : 1667-1676

[19] 程红战, 陈健, 胡之锋, 黄珏皓. (2018). 考虑砂土抗剪强度空间变异性的盾构开挖面稳定性分析. 岩土力学39(08):3047-3054.

[20] 李健斌, 陈健, 罗红星, 程红战, 胡之锋, 黄珏皓, 张善凯. (2018). 基于随机场理论的双线盾构隧道地层变形分析. 岩石力学与工程学报,37(7)1748-1765

[21] 程红战, 陈健, 王占盛, 胡之锋, 黄珏皓. (2017). 考虑旋转各向异性相关结构的黏土边坡稳定性分析. 岩石力学与工程学报36(S2): 3965-3973.

[22] 程红战, 陈健, 胡之锋, 李健斌. (2017). 考虑参数空间变异性的隧道下穿建筑物安全性评价. 岩土工程学报 39(S2):75-78.

[23] 程红战, 陈健, 李健斌, 胡之锋, 李建贺, 黄珏皓. (2016). 基于随机场理论的盾构隧道地表变形分析,岩石力学与工程学报35(S2):4256-4264.


发明专利

[1]    陈仁朋程红战吴怀娜等一种旁侧基坑开挖引起的盾构隧道横向变形和内力确定方法, ZL 202110019984.8.

[2]    陈仁朋, 程红战, 吴怀娜等. 一种上方基坑开挖引起隧道纵向上浮变形的简易确定方法, ZL 202111084874.6.

[3]    陈健程红战黄珏皓等一种新的盾构隧道开挖面稳定性概率分析方法, ZL 201910594440.7.

[4]    陈健程红战黄珏皓等一种岩土体参数随机场建模方法, ZL 201910594391.7. 


奖励与荣誉

盾构掘进土拱效应及复杂地层变形智能精准控制技术,教育部一等奖,2021,12/13

湖南大学杰出博士后,湖南大学,2020