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赵衡

发布于:2020-01-04 星期六 21:22:43 点击数:6188

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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

2006.92011.12     湖南大学  岩土工程                博士(硕博连读)

2002.92006.6      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

2017.62019.10     湖南大学土木工程学院                 助理教授

2014.32017.3      中南大学资源与安全工程学院       博士后

2012.12014.2      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 GeomechanicsASCE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:51608540)

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:51978255)

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()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*; Chao Zhang, Vertical Load Transfer for Bored Piles Buried in Cohesive Intermediate Geomaterials. International Journal of Geomechanics, ASCE. 2020, 10.1061/(ASCE)GM.1943-5622.0001810. IF=2.45

1. 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=3.345

2. 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=3.345

3. 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.1943-5622.0001745. IF=2.45

4. 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.1943-7889.0001794. IF=2.264

5. 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.1943-5622.0001710. IF=2.45

6. 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=3.345

7. 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=3.78

8. Zhao H*, Xiao Y, Zhao MH, et al. On behavior of load transfer for drilled shafts embedded in weak rocks. Computers and Geotechnics, 2017, 85:177-185IF=3.345

9. 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): 04018019. IF=2.45

10. 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): 06018005. IF=2.264

11. 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=1.871

12. Zhao H*, Shi C, Zhao M H, et al. Statistical Damage Constitutive Model for Rocks Considering Residual Strength. International Journal of Geomechanics, ASCE. 2016: 04016033. IF=2.45

13. 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=2.437

14. 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=1.871

15. 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12018年;201811049487.7;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12018201810946080.9;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12018年;201811049909.0;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