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基本信息
赵衡 副教授，博士生导师Email address:henrychiu@hnu.edu.cn湖南大学土木工程学院

教育背景
2006.9–2011.12 湖南大学 岩土工程 博士(硕博连读)
2002.9–2006.6 湖南大学 土木工程 学士


工作履历
2019.12–至今 湖南大学土木工程学院 副教授
2017.6–2019.10 湖南大学土木工程学院 助理教授
2014.3–2017.3 中南大学资源与安全工程学院 博士后
2012.1–2014.2 湖南省交通规划勘察设计院 工程师


学术兼职
1. 中国土木工程学会土力学及岩土工程分会青年工作委员会委员；
2. 国际土力学与岩土工程学会会员；
3. 国际顶级期刊 International Journal of Rock Mechanics and Mining Sciences 同行评审专家；
4. 国际顶级期刊 Tunnelling and Underground Space Technology同行评审专家；
5. 国际主流期刊 Computers and Geotechnics 同行评审专家；
6. 国际主流期刊 International Journal of Geomechanics，ASCE同行评审专家


研究领域
基础工程
地基处理
岩土本构关系

科研项目
主持科研项目2017 - 2019: 《基于桩身材料统计损伤的基桩稳定性分析方法的研究》；国家级；自科基金青年项目；国家基金委； (项目号：**)
2020 - 2023: 《灌注桩桩岩界面荷载传递机制及桩侧阻力计算方法研究》；国家级；自科基金面上项目；国家基金委； (项目号：**)
2018 - 2021:《极端气候肇灾影响的既有高陡边坡安全预警及加固技术研究》；厅局级；湖南省交通科技项目；湖南省交通厅；
2018-2020：《南益高速六标软土路基处治技术服务》；横向；湖南省路桥建设集团有限公司；
2019-2021：《炎汝高速公路21-35合同段路基(堤)沉降与稳定监测》；横向；湖南省高速公路集团有限公司；


学术成果
代表性期刊论文 （*为通讯作者）0.Heng Zhao*; Jichao Hou; Ling Zhang; Minghua Zhao.Towards concrete-rock interface shear containing similar triangular asperities. International Journal of Rock Mechanics and Mining Sciences, 2021, 137: 104547. IF=7.135
1. Wu G.Q, Zhao H.*,ZHao M.H, Undrained stability analysis of strip footings lying on circular voids with spatially random soil. Computers and Geotechnics, 2021, 133: 104072,
https://doi.org/10.1016/j.compgeo.2021.104072. IF=4.956

2.Heng Zhao; Jichao Hou; Ling Zhang*; Chao Zhang,Vertical Load Transfer for Bored Piles Buried in Cohesive Intermediate Geomaterials.International Journal of Geomechanics, ASCE. 2020, 10.1061/(ASCE)GM.1943-5622.**. IF=3.891
3. Peng W.Z, Zhao M.H, Zhao H.*,A two-pile foundation model in sloping ground by finite beam element method.Computers and Geotechnics, 2020, 122: 103503, https://doi.org/10.1016/j.compgeo.2020.103503. IF=4.956
4. Wu G.Q, Zhao H.*,ZHao M.H, Undrained seismic bearing capacity of strip footings lying on two-layered slopes.Computers and Geotechnics, 2020, 122: 103539,
https://doi.org/10.1016/j.compgeo.2020.103539. IF=4.956

5. Peng W.Z, Zhao M.H, Zhao H.*,Behaviors of a laterally loaded pile located in a mountainside.International Journal of Geomechanics, ASCE. 2020, 10.1061/(ASCE)GM.1943-5622.**. IF=3.891
6. Zhang C.F., Zhao M.H., Zhao H.*, Zhou S., A simplified model of column-supported embankment to account fpr non-uniform deformations of soils. Engineering. Mechanics, ASCE. 2020, 10.1061/(ASCE)EM.1943-7889.**. IF=2.62
7. Wu G, Zhao M.H., Zhao H*., Xiao Y., Effect of eccentric load on the undrained bearing capacity of strip footings above voids. International Journal of Geomechanics, ASCE. 2020, 10.1061/(ASCE)GM.1943-5622.**. IF=3.891
8. Zhang L., Zhou S., Zhao H.*. Performances of geo-reinforced and stone column-supported embankment by a mounting-beams model. Computers and Geotechnics, 2020, 118c: 103360, https://doi.org/10.1016/j.compgeo.2019.103360. IF=4.956
9. Zhao H*, Zhou S, Zhao MH. Load transfer in drilled piles for concrete-rock interface with similar triangular asperities. International Journal of Rock Mechanics and Mining Sciences, 2019, 120: 58-67. IF=7.135
10. Zhao H*, Xiao Y, Zhao MH, et al. On behavior of load transfer for drilled shafts embedded in weak rocks. Computers and Geotechnics, 2017, 85:177-185；IF=4.956
11. Zhao H*, Zhou S, Zhao MH, et al. Statistical Micromechanics-Based Modeling for Low-Porosity Rocks under Conventional Triaxial Compression. International Journal of Geomechanics, ASCE. 2018, 18(5): **. IF=3.891
12. Zhang L, Zhou S, Zhao H*. Performance of Geosynthetic-Reinforced and Pile-Supported Embankment with Consideration of Soil Arching. Engineering. Mechanics, ASCE. 2018, 144(12): **. IF=2.62
13. Zhao H, Zhou S, Zhang L*. A phenomenological modelling of rocks based on the influence of damage initiation. Environmental Earth Sciences, 2019, 78(5). IF=2.784
14. Zhao H*, Shi C, Zhao M H, et al. Statistical Damage Constitutive Model for Rocks Considering Residual Strength. International Journal of Geomechanics, ASCE. 2016: **. IF=3.891
15. Cao WG, Zhao H*, Li X, Zhang YJ. Statistical damage model with strain softening and hardening for rocks under the influences of voids and volume changes. Canadian Geotechnical Journal, 2010, 47: 857-871. IF=3.725
16. Zhao H*, Zhang C, Cao W G, et al. Statistical meso-damage model for quasi-brittle rocks to account for damage tolerance principle. Environmental Earth Sciences, 2016, 75(10): 862. IF=2.784
17. 赵衡*, 肖尧, 赵明华, 杨超炜.路基下伏矩形溶洞的稳定性解析法.中国公路学报, 2018,31(02):165-170+180.


专利
1.《一种基于波长近似正态分布的桩岩界面研究的室内剪切试验方法》；发明专利；排名1；2018年；7.7；公布及进入实质审查阶段
2.《一种可以提供常法向刚度的室内岩石直剪试验方法》；发明专利；排名1；2018；0.9；公布及进入实质审查阶段
3.《一种基于半规则锯齿的桩岩界面研究的室内剪切试验方法》；发明专利；排名1；2018年；9.0；公布及进入实质审查阶段


专著
《土力学与基础工程》；2017年；编写第四章；武汉理工大学出版社


奖励与荣誉
2010年；教育部首届博士学术新人奖；省部级；中华人民共和国教育部
2015年；山区高陡边坡段桩柱式桥梁修建关键技术及其工程应用；湖南省科技进步二等奖；省部级；湖南省人民政府