基本信息：
吴恺，博士，副教授，硕士生导师，交通学院地下工程系教师
所属团队：低碳建造技术
办公地点：东南大学九龙湖校区交通学院大楼811室
88038威尼斯的联系方式：
个人简介：
吴恺，男，东南大学交通学院地下工程系副教授，硕士生导师。主要研究方向包括宏微观土力学、离散元数值模拟与多场耦合、智能原位测试技术、低碳建造技术等。主持国家自然科学基金1项，曾参与国家自然科学基金十余项，发表sci/ei论文近40篇，授权发明专利3项，出版专著1部，软件著作权1项，目前担任国际期刊sustainability编委，并长期担任国际期刊advanced powder technology, granular matter, journal of materials in civil engineering, frontiers in physics等高水平国际期刊审稿人。
研究方向：
宏微观土力学
离散元与多场耦合数值模拟
智能原位测试
低碳建造技术
教育经历：
2011/09–2015/03，法国杜埃国立高等矿院，土木与环境学院，博士学位
2011/09–2015/03，法国里尔第一大学，土木学院，博士学位
2009/09–2011/06，河海大学，土木与交通学院，硕士学位
2007/03–2009/09，法国里尔综合理工学院，土木学院，工程师学位
2004/09–2007/03，河海大学，水利水电学院，学士学位
工作经历：
2022/04–至今， 副教授，东南大学，交通学院，地下工程系
2018/02–2022/04，讲师，东南大学，交通学院，地下工程系
2015/10–2017/11，博士后，东南大学，交通学院，地下工程系，合作导师：刘松玉教授
2015/03–2015/09，博士后，法国杜埃国立高等矿院，土木与环境学院，合作导师：prof sebastien remond
科研项目：
1.国家自然科学基金面上项目, 42277146, 碳化复合桩(gcp)加固软弱土地基机理与设计方法研究, 2023-2026, 54万元, 在研, 参与。
2.国家自然科学基金面上项目, 51978159, 工业废渣处理高含水率疏浚泥固化土的强度机制与压缩模型研究, 2020-2023, 60万元, 资助期满, 参与。
3.国家自然科学基金面上项目, 41977241, 振杆密实法加固湿陷性黄土地基的机理与设计方法研究, 2020-2023, 61万元, 资助期满, 参与。
4.国家自然科学基金面上项目, 41972269, 基于多功能cptu原位测试的软弱土施工扰动评价与工程应用研究, 2020-2023, 68万元, 资助期满, 参与。
5.国家自然科学基金面上项目, 51878159, 基于级配和胶凝作用的水泥土强度形成机制与调控技术, 2019-2022, 60万元, 结题, 参与。
6.国家自然科学基金面上项目, 51878158, 微生物产气降饱和度法处理既有建构筑物下可液化地基的机制研究, 2019-2022, 60万元, 结题, 参与。
7.国家自然科学基金面上项目, 51878157, 软土地下开挖对被动桩水平承载力的弱化机理与安全控制方法研究, 2019-2022, 60万元, 结题, 参与。
8.国家自然科学基金面上项目, 41877231, 基于cptu原位测试的软弱土岩土参数敏感性辨识与应用研究, 2019-2022, 61万元, 结题, 参与。
9.国家自然科学基金青年项目，考虑土应力状态与温度效应的cptu离散元数值模拟研究，2017-2019，19万元，结题，主持。
10.国家重点研发计划课题，复杂荷载环境下滨海软弱土损伤机制与测试评价体系，2016-2020，参与。
科研奖励
吴恺(8/18); 深厚软土区超深嵌岩连续墙成槽稳定性与质量控制关键技术研究, 江苏省岩土力学与工程学会, 江苏省岩土力学与工程学会科学技术一等奖, 2022。
吴恺(19/20); 浅层软弱土原位整体碳化快速加固技术及应用, 中国建筑学会, 中国建筑学会科技进步一等奖 , 2021。
学术成果：
期刊论文：
1. xiang zhang, kai wu*, zhengyang yuan, songyu liu. investigations into magnesium oxide carbon sequestration foamed concrete mechanical performance, microstructure and environmental benefits[j]. construction and building materials, 2024, 421:135679. (sci)
2. xiang zhang, songyu liu*, kai wu, zhengyang yuan, zhengchen wang, mengyao li. macroscopic behavior and microscopic structure of serpentine-mgo carbon sequestration foamed concrete[j]. journal of building engineering, 2024, 86:108962. (sci)
3. xiang zhang, songyu liu*, kai wu, zhenyang yuan. experimental investigation into the selfcarbonation mechanism of magnesium oxide carbon sequestration foamed concrete[j]. cement and concrete composite, 2024, 148:105486. (sci)
4. 刘松玉, 王正成*,吴恺, 杜广印, 汪建斌, 陈加富, 江舜根. 碱渣轻质土路基填筑应用试验研究[j]. 岩土工程学报，2024, doi: 10.11779/cjge20230955(ei)
5. yizhao liu, chaozhe zhang, kai wu, songyu liu*. sustainable stabilization/ solidification of cd and pb in industrially heavy metal-contaminated site soils using a novel binder incorporating bone meal and fly ash[j]. construction and building materials, 2024, 416: 135162. (sci)
6. wenbo gu, liyuan tong*, hongjiang li, kai wu. a numerical study on the lateral pile–soil interaction during the tunneling process in clay[j]. iranian journal of science and technology, transactions of civil engineering. 2023, 47: 3825-3838. (sci)
7. yun huang, jianwen ding*, weichen sun, kai wu. evaluating the shear behavior of rooted soil by discrete element method simulations in two dimensions[j]. plant and soil, 2023, 493:355-373. (sci)
8. zhengcheng wang, songyu liu*, kai wu*, lei huang, jianbin wang. study on strength characteristics and hardening mechanism of alkali residue-based lightweight soil[j]. journal of materials in civil engineering. 2024, 36(4): 04024023. (sci)
9. yun huang, weichen sun, qiang xie, hongyi you, kai wu*. discrete element simulation of the shear behavior of binary mixtures composed of spherical and cubic particles[j]. applied science-basel. 2023, 13(16): 9163. (sci)
10. taishan lu, kai wu*, songyu liu, guojun cai. method for estimating three-dimensional effects on braced excavation in clay[j]. tunnelling and underground space technology. 2023, 141: 105355. (sci)
11. peiran zhao, songyu liu, kai wu*. study on macro and micro shear strength of continuously graded and gap-graded sand[j]. particuology, 2024, 86: 101-116. (sci)
12. zhengcheng wang, songyu liu*, kai wu*, lei huang, jianbin wang. study on the mechanical performance of alkali residue-based light-weighted soil[j]. construction and building materials, 2023, 384: 131353. (sci)
13. qiang xie, zhilin cao, weichen sun*, alessio fumagalli, xiang fu, zhihui wu, kai wu. numerical simulation of the fluid-solid coupling mechanism of water and mud inrush in a water-rich fault tunnel[j]. tunnelling and underground space technology, 2023, 131: 104796. (sci)
14. kai wu, weichen sun*, songyu liu, dayu yang. study of cone penetration test in granular soil considering realistic particle shapes by discrete element method in 3d[j]. european journal of environmental and civil engineering, 2023, 27(16): 4649-4625. (sci)
15. yun huang, weichen sun, hongyi you, kai wu*. influence of temperature effects on cpt in granular soils by discrete element modeling in 3d[j]. geotechnics, 2023, 3: 624–637.
16．taishan lu*, songyu liu, guojun cai, kai wu, zan li. effect of excavation disturbance on clayey soil mechanical properties and pile capacity[j]. international journal of geomechanics, 2022, 22(7): 05022003. (sci)
17．zan li, songyu liu *, kai wu, taishan lu. analysis on response of a single pile subjected to tension load considering excavation effects[j]. applied sciences, 2022, 12 : 6717. (sci)
18. taishan lu, songyu liu*, kai wu, guojun cai, zan li. semi-analytical approach for the load-settlement response of a pile considering excavation effects[j]. acta geotechnica, 2022, https://doi.org/10.1007/s11440-022-01654-x. (sci)
19. kai wu, zan li*, zhibin liu, songyu liu. a 3d dem model for air sparging technology in the saturated granular soils[j]. frontiers in physics, 2022, 9: 812413. (sci)
20. weichen sun, kai wu*, songyu liu, xiang zhang. influence of aspect ratio and arrangement direction on the shear behavior of ellipsoids[j]. particuology, 2022, 70 : 82-94. (sci)
21. kai wu, weichen sun*, songyu liu, guojun cai. influence of particle shape on the shear behavior of superellipsoids by discrete element method in 3d[j]. advanced powder technology, 2021, 32: 4017-4029. (sci)
22. kai wu, weichen sun, jianwen ding*, xiang zhang, songyu liu. study of shear behavior of binary mixtures by dem simulation of biaxial test in the membrane boundary condition[j]. frontiers in physics, 2021, 9 : 745721. (sci)
23. kai wu*, weichen sun, songyu liu, xiang zhang. study of shear behavior of granular materials by 3d dem simulation of the triaxial test in the membrane boundary condition[j]. advanced powder technology, 2021, 32: 1145-1156. (sci)
24. kai wu*, songyu liu, weichen sun, guozhu zhang, zan li. temperature effects and heat transfer in granular soils by discrete element modeling of cpt[j]. european journal of environmental and civil engineering, 2021, 25(5): 835-856. (sci)
25. wenbo gu, kai wu*, liyuan tong, songyu liu. study of deflection of buried hdpe corrugated pipeline under the uneven settlement of soil[j]. ksce journal of civil engineering, 2021, 26: 221-235. (sci)
26. weichen sun, kai wu*, haibo huang. a graded granular material generation algorithm based on particle number probability distribution by dem[j]. physica a, 2021, 573: 125919. (sci)
27. dumin kuang, zhilin long*, ruiqi guo, tao zhao, kai wu. experimental and numerical study on the fragmentation mechanism of a single calcareous sand particle under normal compression[j]. bulletin of engineering geology and the environment. 2021, 80: 2875-2888. (sci)
28. 鲁泰山，刘松玉*，蔡国军，吴恺，夏文俊，软土地层基坑开挖扰动及土体再压缩变形研究[j]. 岩土力学，2021，42(2):565-573. (ei)
29. 李赞，刘松玉*，吴恺，蔡国军，童立元，刘文亮，基于多功能cptu测试的基坑开挖扰动深度确定方法[j]. 岩土工程学报，2021，43(1):181-187. (ei)
30．张翔，刘松玉*，吴恺，蔡国军，鲁泰山，工程桩对基坑回弹变形影响的数值模拟分析[j]. 岩土工程学报，2021，43 (增刊2). (ei)
31.kai wu*, songyu liu, weichen sun, sebastien remond. dem study of the shear behavior and formation of shear band in biaxial test[j]. advanced powder technology, 2020, 31: 1431-1440. (sci)
32.kai wu*, weichen sun, songyu liu, haibo huang. discrete element modeling of vibration compaction effect of the vibratory roller in roundtrips on gravels[j]. journal of testing and evaluation, 2020, 49(5): 3869-3884. (sci)
33. fengwen lai, songyu liu*, yongfeng deng, yanxiao sun, kai wu, hanxiang liu. numerical investigations of the installation process of giant deep-buried circular open caissons in undrained clay[j]. computers and geotechnics, 2020, 118: 103322. (sci)
34 kai wu*, patrick pizette, frederic becquart, sebastien remond, nor-edine abriak, weiya xu, songyu liu. experimental and numerical study of cylindrical triaxial test on mono-sized glass beads under quasi-static loading condition[j]. advanced powder technology, 2017, 28: 155-166. (sci)
35. kai wu*, sebastien remond, noredione abriak, patrick pizette, frederic becquart, songyu liu. study of the shear behavior of binary granular materials by dem simulations and experimental triaxial tests[j]. advanced powder technology, 2017, 28: 2198-2210. (sci)
36. kai wu*, noreine abriak, frederic becquart, patirck pizette, sebastien remond, songyu liu. shear mechanical behavior of model materials samples by experimental triaxial tests: case study of 4 mm diameter glass beads[j]. granular matter, 2017,19:65. (sci)
37. kai wu*, songyu liu, patrick pizette, frederic becquart, sebastien remond, nordine abriak. study of shear behavior of homogeneous and heterogeneous granular materials by experimentation and numerical simulation of triaxial test[c]. proceedings of the 7th international conference on discrete element method, dalian, 2016.8.01-8.04, p1447-1455. (ei)
38. kai wu*, étude du cisaillement des matériaux granulaires homogènes et hétérogènes par expérimentation et simulation de l’essai triaxial[c]. rencontres universitaires de génie civil 2015, bayonne, france, 2015.5.27-5.29.
专著：
吴恺，土工试验离散元数值模拟：三轴试验与静力触探试验，东南大学出版社，书号：isbn-978-7-5641-7508-5.
发明专利：
1. 吴恺.一种基于圆柱体伺服边界假三轴剪切试验离散元数值模拟方法，专利号：zl 201910142015.4，授权公告号: cn109960856b。
2. 吴恺，刘志彬，黄海博. 一种考虑气液固三相耦合的曝气法离散元数值模拟方法，专利号：zl 201910410513.2，授权公告号： cn110245385b。
3. 孙伟宸，吴恺. 一种基于连续均匀概率确定颗粒粒径的目标级配模型创建方法，专利号：zl 201910572878.5，授权公告号: cn110245457b。
软件著作权：
吴恺，三轴实验离散元模拟软件v1.0，申请日：2016.10.01，软件登记号：2017sr002263。
