教師名錄
田健秋
| 姓名 | 田健秋 |
出生年月 | 1993.08 | |
職稱(chēng) | 講師 | |
碩導(dǎo)/博導(dǎo) | 碩士生導(dǎo)師 | |
學(xué)科專(zhuān)業(yè) | 巖土工程 | |
研究方向 | 土的本構(gòu)模型與數(shù)值模擬、顆粒材料宏-細(xì)-微觀(guān)力學(xué)特性 | |
所屬室所 | 巖土與地下工程教研室 | |
聯(lián)系方式 | Email: [email protected] | |
個(gè)人簡(jiǎn)介 | ||
田健秋,男,重慶人,漢族,中共黨員,工學(xué)博士,講師。2012-2022年本碩博階段就讀于四川大學(xué),2016年保送碩士研究生,2022年6月獲得四川大學(xué)土木工程專(zhuān)業(yè)工學(xué)博士學(xué)位。主要從事土的本構(gòu)模型與數(shù)值模擬、顆粒材料宏-細(xì)-微觀(guān)力學(xué)特性等方面的教學(xué)和研究工作。主持國(guó)家自然科學(xué)基金青年科學(xué)基金項(xiàng)目、國(guó)家科技重大專(zhuān)項(xiàng)、四川省自然科學(xué)基金、中國(guó)博士后科學(xué)基金面上資助、西南石油大學(xué)引進(jìn)人才科研啟動(dòng)項(xiàng)目,參與國(guó)家自然基金重大項(xiàng)目、國(guó)家重點(diǎn)研發(fā)計(jì)劃項(xiàng)目、企業(yè)委托科研項(xiàng)目。在Journal of Rock Mechanics and Geotechnical Engineering、Acta Geotechnica、Powder Technology、Computers and Geotechnics等權(quán)威期刊和會(huì)議上發(fā)表論文10余篇,出版專(zhuān)著1部。SCI期刊Bulletin of Engineering Geology and the Environment、European Journal of Environmental and Civil Engineering等審稿專(zhuān)家。
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研究領(lǐng)域 | ||
一、飽和/非飽和土的本構(gòu)模型與數(shù)值模擬 二、巖土材料應(yīng)變局部化 三、顆粒材料宏-細(xì)-微觀(guān)力學(xué)特性 | ||
教育背景及工作經(jīng)歷 | ||
教育背景: 2012.09 ~ 2016.06,四川大學(xué),水利水電學(xué)院,水利水電工程,工學(xué)學(xué)士 2016.09 ~ 2019.06,四川大學(xué),水利水電學(xué)院,巖土工程,工學(xué)碩士 2019.09 ~ 2022.06,四川大學(xué),水利水電學(xué)院,巖土工程,工學(xué)博士 工作經(jīng)歷: 2022.09 ~ 至今,西南石油大學(xué),地球科學(xué)與技術(shù)學(xué)院,巖土與地下工程系,講師 | ||
主要研究項(xiàng)目 | ||
1. “非飽和昔格達(dá)土的水力-力學(xué)特性與宏-細(xì)觀(guān)本構(gòu)模型”,國(guó)家自然科學(xué)基金青年科學(xué)基金項(xiàng)目,2025.01- 2027.12,項(xiàng)目負(fù)責(zé); 2. “大興場(chǎng)構(gòu)造井壁失穩(wěn)機(jī)理與防治技術(shù)研究”,國(guó)家科技重大專(zhuān)項(xiàng)“四川盆地深層超深層碳酸鹽巖氣藏勘探開(kāi)發(fā)技術(shù)與集成示范”課題的任務(wù),2025.06-2030.12,項(xiàng)目負(fù)責(zé); 3. “非飽和昔格達(dá)土干濕循環(huán)特性研究”,四川省自然科學(xué)基金項(xiàng)目(青年科學(xué)基金B類(lèi)),2026.01-2027.12,項(xiàng)目負(fù)責(zé); 4. “深埋大傾角“三軟”煤層回采巷道圍巖流變特性與本構(gòu)模型”,中國(guó)博士后科學(xué)基金面上資助,2025.07-2027.06,項(xiàng)目負(fù)責(zé); 5. 西南石油大學(xué)引進(jìn)人才科研啟動(dòng)項(xiàng)目,2022.09-2025.09,項(xiàng)目負(fù)責(zé); 6. “不同土壤水力學(xué)介導(dǎo)下的山坡含根系巖土體水-熱-力多場(chǎng)耦合分析”,國(guó)家自然基金重大項(xiàng)目“地形急變帶生態(tài)-水文過(guò)程對(duì)巖土水力性質(zhì)的影響及分異規(guī)律“課題的子題,2018.01-2022.12,項(xiàng)目參與; 7. “震后特大泥石流形成機(jī)制與起動(dòng)判識(shí)模型”,國(guó)家重點(diǎn)研發(fā)計(jì)劃“強(qiáng)震山區(qū)特大地質(zhì)災(zāi)害致災(zāi)機(jī)理與長(zhǎng)期效應(yīng)研究”項(xiàng)目課題的子題,2018.01-2021.12,項(xiàng)目參與; 8. “西藏昌都市拉諾瑪鉛鋅礦尾礦庫(kù)工程抗震動(dòng)力分析”,企業(yè)委托科研項(xiàng)目,2019.10-2022.12,項(xiàng)目參與。 | ||
代表性成果 | ||
一、代表性論文: 1. Tian J, Liu E, Guo Y. A thermodynamics-based three-scale constitutive model for partially saturated granular material-s. Journal of Rock Mechanics and Geotechnical Engineering, 2024, 16(5): 1813-1831. 2. Tian J, Lai Y, Liu E, He C. A thermodynamics-based micro-macro elastoplastic micropolar continuum model for granu-lar materials. Computers and Geotechnics, 2023, 162: 105653. 3. Tian J, Lai Y, Liu E, Yang Y. A micromechanics-based elasto-plastic model for granular media combined with Cosserat continuum theory. Acta Geotechnica, 2022, 17(6): 2259-2285. 4. Tian J, Liu E, He C. Shear band analysis of granular materials considering effects of particle shape. Acta Mechanica, 2020, 231(11): 4445-4461. 5. Tian J, Liu E. Influences of particle shape on evolutions of force-chain and micro-macro parameters at critical state for granular materials. Powder Technology, 2019, 354: 906-921. 6. Tian J, Liu E. Effect of particle shape on micro- and mesostructure evolution of granular assemblies under biaxial load-ing conditions. Comptes Rendus Mecanique, 2018, 346(12): 1233-1252. 7. Tian J, Liu E, Jiang L, Jiang X, Sun Y, Xu R. Influence of particle shape on the microstructure evolution and the mech-anical properties of granular materials. Comptes Rendus Mecanique, 2018, 346(6): 460-476. 8. Tian J, Huang R, Liu E. Influence of particle shape on the mechanical property of granular materials. GeoShanghai Int-ernational Conference, 2018: 63-73. 9. Xu R, Liu E, Jiang X, Tian J, Sun Y. Analysis on evolution of mesostructure of cohesionless soil ground upon loading. Powder Technology, 2020, 368:1-17. 10. Sun Y, Liu E, Jiang L, Tian J, Jiang X, Xu R. Dynamic mechanical properties and mesostructure evolution of granular materials subjected to cyclic loading. Granular Matter, 2020, 22(3): 70. 11. Jiang X, Liu E, Jiang L, Tian J, Sun Y. Evolution of meso-structures and mechanical properties of granular materials under triaxial compression state from complex network perspective. Granular Matter, 2018, 20(3): 54. 12. Jiang L, Liu E, Tian J, Jiang X. Effects of Inter-Particle Frictional Coefficients on Evolution of Contact Networks in Landslide Process. Engineering, 2017, 9(11): 917-936. 13. Jiang L, Yin X, Tian J, Liu E. Mechanical properties of Xigeda soil with different contents of EPS under a consolidated undrained triaxial compression test. Proceedings of the 3rd Annual Congress on Advanced Engineering and Technology, 2016, 55-61. 14. Tang Y, Liu Y, Tian J, He M, Liu E. Study on mechanical and chemical properties of tailing soils extracted from one dam site in a cold plateau region. Proceedings of the 3rd Annual Congress on Advanced Engineering and Technology, 2016, 63-70. 二、專(zhuān)著: 劉恩龍,郅彬,曹鵬,田健秋,等. 《顆粒流算例分析》. 四川大學(xué)出版社,2017.
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研究團(tuán)隊(duì) | ||
巖石力學(xué)與井壁穩(wěn)定團(tuán)隊(duì)
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