博士学位（2018.08-2022.12），美国亚利桑那大学，岩土工程

硕士学位（2015.09-2018.06），同济大学大学，岩土工程

学士学位（2011.09-2015.07），北京航空航天大学，土木工程

·         国家优秀青年科学基金项目（海外）基金项目等

国家海外高层次青年人才引进计划(2023)

已在国内外学术刊物、会议发表科研论文50余篇，其中以第一作者或者通讯作者共发表36篇SCI期刊论文、5篇ESI高被引论文。

近期代表性论文

[1].   Haohua Chen, Ingrid Tomac (2024) Feasibility of coaxial deep borehole heat exchangers in southern California, Geothermal Energy,12, 41.

[2].   Haohua Chen, Hehua Zhu, Lianyang Zhang (2024) Semi‐analytical solution for ultimate bearing capacity of smooth and rough circular foundations on rock considering three‐dimensional strength. International Journal for Numerical and Analytical Methods in Geomechanics 48:1634–1653.

[3].   Haohua Chen, Jianmin Hu Lianyang Zhang (2024) Three-Dimensional Analyses of Long-Term Settlement of Storage Tanks Supported by a Large Piled-Raft Foundation System. Journal of Geotechnical and Geoenvironmental Engineering 150(1): 05023007

[4].   Haohua Chen, Ingrid Tomac (2023) Technical review on coaxial deep borehole heat exchanger, Geomechanics and Geophysics for Geo-Energy and Geo-Resources, 9(1), 120.

[5].   Haohua Chen, Arash Nikvar-Hassani*, Stefka Ormsby, Dan Ramey and Lianyang Zhang* (2023) Mechanical and microstructural investigations on the low-reactive copper mine tailing-based geopolymer activated by phosphoric acid. Construction and Building Materials 393: 132030. https://doi.org/10.1016/j.conbuildmat.2023.132030

[6].   Haohua Chen, Hehua Zhu, and Lianyang Zhang* (2023) Rock Slope Stability Analysis Incorporating the Effects of Intermediate Principal Stress. Rock Mech Rock Eng. https://doi.org/10.1007/s00603-023-03277-4

[7].   Haohua Chen, Hehua Zhu, and Lianyang Zhang* (2022) A three-dimensional (3D) analytical solution for the ultimate side shear resistance of rock-socketed shafts. International Journal of Rock Mechanics and Mining Sciences 159: 105231. https://doi.org/10.1016/j.ijrmms.2022.105231

[8].   Haohua Chen, Hehua Zhu, and Lianyang Zhang* (2022) Further modification of a generalised 3D Hoek–Brown criterion: the GZZ criterion. Géotechnique Letters 12(4): 1-9. https://doi.org/10.1680/jgele.21.00117

[9].   Haohua Chen, Hehua Zhu, and Lianyang Zhang* (2022) An analytical approach to the ultimate bearing capacity of smooth and rough strip foundations on rock mass considering three-dimensional (3D) strength. Computers and Geotechnics 149, 104865. https://doi.org/10.1016/j.compgeo.2022.104865

[10].  Haohua Chen, Xiaolin Weng*, Lele Hou, Dean Sun (2022) Cylindrical cavity expansion responses in anisotropic unsaturated soils under plane stress condition. Journal of Rock Mechanics and Geotechnical Engineering. https://doi.org/10.1016/j.jrmge.2022.03.015

[11].    Haohua Chen*, Ce Feng, Jingpei Li (2022) An anisotropically elastoplastic solution to excavation responses of a circular opening considering three-dimensional strength. Acta Geotechnica. https://doi.org/10.1007/s11440-022-01448-1.

[12].    Haohua Chen, Lin Li*, Jingpei Li, De’an Sun (2022) A Generic Analytical Elastic Solution for Excavation Responses of an Arbitrarily Shaped Deep Opening under Biaxial In Situ Stresses. Int J Geomech 22 (4), 04022023. https://doi.org/10.1061/(ASCE)GM.1943-5622.0002335

[13].    Haohua Chen, Lianyang Zhang* (2022) A Machine Learning-Based Method for Predicting End-Bearing Capacity of Rock-Socketed Shafts. Rock Mech Rock Eng. https://doi.org/10.1007/s00603-021-02757-9

[14].    Haohua Chen, Pin-Qiang Mo* (2022) An undrained expansion solution of cylindrical cavity in SANICLAY for K0-consolidated clays. J Rock Mech Geotech Eng. https://doi.org/10.1016/j.jrmge.2021.10.016

[15].    Haohua Chen, Hehua Zhu, and Lianyang Zhang* (2021) A Three-Dimensional (3D) Semi-analytical Solution for the Ultimate End-Bearing Capacity of Rock-Socketed Shafts. Rock Mech Rock Eng. https://doi.org/10.1007/ s00603-021-02710-w

[16].    Haohua Chen, Ce Feng*, Jingpei Li, De’an Sun (2021) Analysis of cylindrical cavity expansion in anisotropic overconsolidated clays using the Extended UH model. Computers and Geotechnics 134: 104114. https://doi.org/ 10.1016/j.compgeo.2021.104114

[17].    Haohua Chen, Changyi Yang*, Jingpei Li, De’an Sun (2021) A General Method to Incorporate Three-Dimensional Cross-Anisotropy to Failure Criterion of Geomaterial. International Journal of Geomechanics 21(12): 04021241. https://doi.org/10.1061/(ASCE)GM.1943-5622.0002224

[18].    Haohua Chen, Lin Li*, Jingpei Li, De’an Sun (2021) A rigorous elastoplastic load-transfer model for axially loaded pile installed in saturated modified Cam-clay soils. Acta Geotechnica. https://doi.org/10.1007/ s11440-021-01248-z

[19].    Haohua Chen, Hehua Zhu, and Lianyang Zhang* (2021) A unified constitutive model for rock based on newly modified GZZ criterion. Rock Mech Rock Eng 54: 921-935.https://doi.org/10.1007/s00603-020-02293-y

[20].    Haohua Chen, Lin Li*, Jingpei Li, De’an Sun (2020) Elastoplastic Solution to Drained Expansion of a Cylindrical Cavity in Anisotropic Critical-State Soils. Journal of Engineering Mechanics 146(5): 04020036. https://doi.org/10.1061/ (ASCE)EM.1943-7889.0001763

[21].    Haohua Chen, Hehua Zhu, and Lianyang Zhang* (2021) Analytical Solution for Deep Circular Tunnels in Rock with Consideration of Disturbed zone, 3D Strength and Large Strain. Rock Mech Rock Eng 54:1391–1410. https://doi.org/ 10.1007/s00603-020-02339-1

[22].    Haohua Chen, Lin Li*, Jingpei Li (2019) Stress transform method to undrained and drained expansion of a cylindrical cavity in anisotropic modified cam-clay soils. Computers and Geotechnics 106: 128-142.

[23].    Haohua Chen, Jingpei Li*, Lin Li (2018) Performance of a Zoned Excavation by Bottom-Up Technique in Shanghai Soft Soils. Journal of Geotechnical and Geoenviromental Engineering 144(11): 43314505.

[24].    Lin Li, Haohua Chen*, Jingpei Li, De’an Sun (2021) A semi-analytical solution to steady-state groundwater inflow into a circular tunnel considering anisotropic permeability. Tunnelling and Underground Space Technology 116: 104115. https://doi.org/10.1016/j.tust.2021.104115.

[25].    Lin Li, Haohua Chen*, Jingpei Li, De’an Sun (2021) An elastoplastic solution for cylindrical cavity expansion under constant water content conditions in anisotropic unsaturated soils. Computers and Geotechnics 139: 104323. https://doi.org/10.1016/j.compgeo.2021.104323

2024.09-今，同济大学土木工程学院地下建筑与工程系，特聘研究员

2022.10-2024.08，美国加利福尼亚大学圣迭戈分校结构工程系，博士后研究员

·         参与国家自然科学基金重点项目、上海市浦东新区科技发展基金项目、美国地质勘探局USGS项目等多项。

美国土木工程师学会(ASCE)会员

美国岩石力学学会(ARMA)会员

国际岩石力学学会(ISRM)会员

每年招收博士1名；硕士2-3名。诚挚邀请您的加入！

岩石力学与本构关系；多场耦合下岩土计算力学；地下工程数字孪生与风险感知

同济大学青年百人计划A类