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Civil Engineering

Jia Rui




加瑞 副教授 的个人资料






姓名(中文/汉语拼音)

加瑞 /Jia Rui














职称

副教授


职务



导师资格

硕导


所在系、所

土木工程系


通讯地址

天津市津南区天津大学北洋校区43-C202


电子信箱



办公室电话



主要研究方向:

软黏土的宏微观特性

核子密度静力触探技术

岩土工程数值模拟

盾构隧道设计及施工

软土地基处理


主要学历:

2000.9-2004.6,河海大学,土木工程,学士

2004.9-2007.3,河海大学,岩土工程,硕士

2007.9-2010.9,日本佐贺大学,岩土工程,博士


主要学术经历:

2014.5-2019.6,天津大学,建筑工程学院,讲师

2019.7-至今,天津大学,建筑工程学院,副教授


主要讲授课程:

土力学,本科生课程,40学时

岩石力学,本科生课程,32学时

结构试验,本科生课程,12学时

土木工程专业英语,本科生课程,12学时

Advanced Geotechnical Mechanics,研究生课程,16学时

工程地质实习,本科生实践教学,2周

基础工程课程设计,本科生实践教学,1周


主要学术兼职:

中国岩石力学与工程学会水下盾构隧道工程技术分会 理事

国际土力学及岩土工程学会 会员

中国岩石力学与工程学会 会员

天津市土木工程学会城市轨道交通分会 会员

Canadian Geotechnical Journal、Geomechanics and Enginnering、Materials、Marine Georesources & Geotechnology等SCI期刊审稿人

Lowland Technology International、Ground Improvement、Underground Space、中国公路学报等EI期刊审稿人


主要学术成就、奖励及荣誉:

第十届全国土木工程专业本科生优秀创新实践成果特等奖

第二届全国高校青年教师土力学公开课论坛土力学教学示范课程讲课人

天津大学沈志康奖教金

天津大学本科生毕业设计优秀指导教师

中国交通运输协会科学技术一等奖


主要科研项目及角色:

[1] 国家自然科学基金青年项目,51509181,初始和一维变形诱发的软粘土渗透系数各向异性及其微观机理,2016.01-2018.12,主持

[2] 教育部留学回国人员科研启动基金,2015-1098,同位素密度静力触探测试非均质地层密度剖面的研究,2015.06-2017.05,主持

[3] 天津市应用基础与前沿技术研究计划青年项目,15JCQNJC43800,盐分对滨海新区软土的物理力学性质的影响及其机理,2015.04-2018.03,主持

[4] 天津水运工程科学研究所项目,2017GFW-0041,天津滨海吹填超软土取土及原位测试方法研究-微观结构和矿物组成测试,2017.02-2017.03,主持

[5] 中铁十六局集团公司委托项目,2018GFW-0206,新建高铁线桥墩基坑开挖对邻近铁路路基和桥梁的变形分析,2018.05-2019.05,主持

[6] 国家自然科学基金重大项目子课题,51890911,深海土内结构演化与多过程耦合模型和计算理论,2019.1-2023.12,参与

[7] 国家重点研发计划项目,2018V2-0002,地铁与地下管廊施工安全性评价体系,2017.07-2020.12,参与

[8] 国家重点研发计划项目,2016120024002394,超高层建筑深基坑施工安全控制技术与渗漏检测装备研究,2016.07-2020.06,参与

[9] 国家自然科学基金面上项目,51578371,动应力场和渗流场耦合作用下软黏土长期变形与土结构状态相互作用机理研究,2016.01-2019.12,参与

[10] 国家自然科学基金面上项目,51778412,施工和运营期高温对盾构隧道复合管片衬砌力学性能的影响及防控措施研究,2018.1-2021.12,参与

[11] 国家自然科学基金青年项目,51708405,基坑倾斜支护桩的桩土相互作用机理及变形与稳定分析方法研究,2018.01-2020.12,参与

[12] 国家基金青年基金项目,51808387,考虑近期应力历史对土体小应变刚度影响时双线盾构隧道施工引起的地表变形研究,2019.01-2012.12,参与

[13] 国家基金青年基金项目,51809193,水合物降压分解致深海粉质沉积物宏微观性质演化研究,2019.01-2021.12,参与

[14] 天津市基金青年项目,15JCQNJC07200,一种基于地震预警信息的新型结构振动控制系统开发,2015.04-2018.03,参与

[15] 天津市科委委托项目,2017120024001343,软土中盾构隧道及地铁车站在强震作用下地震响应分析及安全控制,2017.01-2019.06,参与

[16] 天津市市政工程设计研究院委托项目,多场耦合作用下软土地区地下综合管廊长期变形研究,2018.12-2021.12,参与

[17] 日本文部科学省概算要求事业,有明海环境变化的原因和预测项目,2010-2013,参与

[18] 佐贺县委托项目,有明海沿岸道路的软土地基处理和路堤技术的调查研究,2010-2012,参与

[19] 日本文部科学省自然科学基金,23360204,盐分・氧化还原环境的变迁对深层搅拌法的品质管理各项和地基环境的影响,2011-2013,参与

[20] 日本文部科学省自然科学基金,23656300,伴随地球温暖化对地基环境的影响海相粘土的孔隙再发展和机理验证,2011-2013,参与

[21] 江苏高校高新技术产业化项目,地铁盾构隧道施工关键材料开发及产业化工程,2002-2004,参与


代表性论文 / 论著及检索情况:

一、期刊论文

[1] Jia, R., Zheng, G., Lei, H.-Y.* and Hino, T. (2019). The effects of the depositional environment and post-depositional processes on the engineering properties of Quaternary clays in the Saga Plain, Bulletin of Engineering Geology and the Environment. SCI: 000495304600003; EI: 20194607688338

[2] Jia, R., Lei, H.-Y., Zhang, W.-J.* and Hino, T. (2019). Study of the sedimentation and self-weight consolidation behavior of seafloor sediments using a radioisotope densitometer, Marine Georesources & Geotechnology, 37(2): 256-265. SCI: 000469403300012; EI: 20181505004943

[3] Jia, R., Lei, H.-Y.* and Chai, J.-C. (2019). A method for correcting the temperature effect on uCPT measurements in seabed sediments, Marine Georesources & Geotechnology, 37(2): 266-275. SCI: 000469403300013; EI: 20183005600309

[4] Jia, R., Lei, H.-Y.*, Zhang, W.-J. and Zhou, H.-Z. (2019). In situ determination of density profiles in complex strata using the nuclear density cone penetrometer, Mathematical Problems in Engineering, Volume 2019, Article ID 5804271, 1-14. SCI: 000482152600001; EI: 20192807176410

[5] Lei, H.-Y., Feng, S.-X., Jia, R.* and Jiang, M.-J. (2019). Experimental Investigation of the Deformation Characteristics of Tianjin Clays under Coupled Dynamic Stress and Seepage Fields, Advances in Civil Engineering, Volume 2019, Article ID 3785937, 1-14. SCI: 000473270900001; EI: 19048666

[6] Jia, R.*, Lei, H.-Y., Hino, T. and Arulrajah, A. (2018). Environmental changes in Ariake Sea of Japan and their relationships with Isahaya Bay reclamation, Marine Pollution Bulletin, 135: 832-844. SCI: 000448094200091; EI: 20183305687194

[7] Chai, J. C., Jia, R.*, Nie, J. X., Aiga, K. Negami, T. and Hino, T. (2015). 1D deformation induced permeability and microstructural anisotropy of Ariake clays, Geomechanics and Engineering, 8(1): 81-95. SCI: 000353195700006; EI: 20152400941902

[8] Jia, R.*, Hino, T., Hamada, T., Chai J. C. and Yoshimura, M. (2013). Density and undrained shear strength of bed sediment from ND-CPT. Ocean Dynamics, 63(5): 507-517. SCI: 000318515300004; EI: 20132116355318

[9] Jia, R.*, Hino, T., Chai J. C., Hamada T. and Yoshimura, M. (2013). Interpretation of density profile of seabed sediment from nuclear density cone penetration test results. Soils and Foundations, 53(5): 671-679. SCI: 000338921700005; EI: 20135017078102

[10] Jia, R.*, Chai, J. C. and Hino, T. (2013). Interpretation of coefficient of consolidation from CRS test results. Geomechanics and Engineering, 5(1): 57-70. SCI: 000324817000004; EI: 20131116114923

[11] Chai, J. C., Jia, R.* and Hino, T. (2012). Anisotropic consolidation behavior of Ariake clay from three different CRS tests. Geotechnical Testing Journal, 35(6): 845-853. SCI: 000311872100002; EI: 20130716006839

[12] Jia, R.*, Chai, J. C., Hino, T. and Hong, Z. S. (2010). Strain-rate effect on consolidation behavior of Ariake clay. Geotechnical Engineering, Proceedings of Institute of Civil Engineering, UK, 163(5): 267-277. SCI: 000281846700004; EI: 20112414053770

[13] Zhou, H. Z., Zheng, G.*, Yin, X., Jia, R. and Yang, X. Y. (2017). The bearing capacity and failure mechanism of a vertically loaded strip footing placed on the top of slopes, Computers and Geotechnics, 94: 12-21. SCI: 000423640500002; EI: 20173504107821

[14] Zhou, H. Z., Diao, Y., Zheng, G.*, Han, J. and Jia, R. (2017). Failure modes and bearing capacity of strip footings on soft ground reinforced by floating stone columns, Acta Geotechnica, 12(5): 1089-1103. SCI: 000411198100010; EI: 17407292

[15] 加瑞, 雷华阳, 冯双喜. 温度对CPTU在海底泥中测试结果的影响及修正方法, 天津大学学报, 2019, 52(10): 1194-1200. EI

[16] 加瑞, 雷华阳. 有明黏土各向异性固结特性的试验研究, 岩土力学, 2019, 40(6): 2231~2238. EI

[17] 加瑞, 朱伟, 闵凡路. 泥浆颗粒级配和地层孔径对泥水盾构泥膜形成的影响. 中国公路学报, 2017, 30(08): 100-108. EI: 20174104263096

[18] 加瑞, 雷华阳. 有明黏土固结特性的应变率效应和应变率取值研究, 岩土工程学报, 2017, 39(S2): 198-201. EI: 20183905880142

[19] 加瑞, 张稳军. ND-CPT测量非均质地层密度剖面的研究. 岩土力学, 2015, 36(S1): 685-690. EI: 20153301165654

[20] Hino, T., Jia, R.*, Harianto, T., Ohgushi, K. and Ichihara, T. (2013). Geoslicer and its application for soil strata analysis. Lowland Technology International, 15(1): 2-9. EI: 20132716467435

[21] Hino, T., Jia, R.*, Sueyoshi, S. and Harianto, T. (2012). Effect of environment change on the strength of cement/lime treated clays. Front. Struct. Civ. Eng., 6(2): 153-165. CSCD

[22] 雷华阳, 冯双喜, 万勇峰, 加 瑞, 韩 均, 靳海彦. 基坑开挖对既有临近滩涂铁路路基影响规律及安全措施研究, 天津大学学报, 2019, 52(9): 969-978. EI

[23] 雷华阳, 彭志文, 冯双喜, 加瑞, 韩均, 靳海彦. 水上基坑开挖对自身围护结构及临近桥桩的影响规律与改进措施研究[J]. 土木工程学报, 2019, 52(S1): 143-150. EI

[24] 朱伟, 钟小春, 加瑞. 盾构隧道垂直土压力松动效应的颗粒流模拟. 岩土工程学报, 2008, 30(5): 750-754. EI: 20082611336981

[25] Tezuka, M., Ito, Y., Katano, T., Jia, R., Hino, T., Hayami, Y. and Ohgushi, K. (2013). Experimental estimation of amounts of ammonium nitrogen released from sediments in the reservoir of Isahaya Bay owing to seawater intrusion. Journal of Japan Society on Water Environment, 36(2): 49-56. (in Japanese)

[26] Tezuka, M., Katano, T., Hamada, T., Jia, R., Hino, T., Hayami, Y., Ito, Y. and Ohgushi, K. (2012). Distribution of nutrient concentration in the sediment of Isahaya bay and the adjoining regulating reservoir. Oceanography in Japan, 21(3): 69-81. (in Japanese)

二、会议论文

[1] Jia, R.*, Min, F. L., Zhu, W. and Zhang, W. J. (2016). Study of the Formation and Supporting Principle of Filter Cake in Slurry Shield Tunneling by Particle Flow Code. ASCE Special Publication, Transportation Research Congress, 648-661. EI: 20181204933583

[2] 加瑞, 朱伟, 闵凡路. 砂土地层泥水盾构泥膜形成的颗粒流模拟. 第八届中日盾构隧道技术交流会(B册). 2015, 92-98.

[3] Jia, R. and Hino, T. (2014). The post-depositional environmental changes of Ariake clay in Saga Plain. 9th International Symposium on Lowland Technology, Saga, Japan, pp. 131-136.

[4] Jia, R., Hino, T. and Hamada, T. (2013). Measuring density and undrained shear strength of reservoir sediment using ND-CPT. Fifth International Young Geotechnical Engineers’ Conference (5iYGEC’13), Paris, France, pp. 371-374.

[5] Jia, R., Hino, T., Hamada, T., Yoshimura, M. and Terao, T. (2012). Sedimentation and consolidation behavior of bottom sediment in Isahaya Bay. International Conference on Ground Improvement and Ground Control, Wollongong, Australia, pp. 345-351.

[6] Jia, R., Hino, T. and Hamada, T. (2012). Consolidation behavior and micriostructure of bottom sediment in Isahaya Bay. 8th International Symposium on Lowland Technology, Bali, Indonesia, pp. 51-58.

[7] Jia, R., Hino, T., Hamada, T. and Yoshimura, M. (2012). In situ evaluation of nuclear density cone penetrometers in marine sediments. International Symposium on Sustainable Geosynthetics and Green Technology for Climate Change, Bangkok, Thailand, pp. 353-360. (Invited Lecture)

[8] Jia, R., Hino, T., Hamada, T., Yoshimura, M. and Terao, T. (2012). Sedimentation Behavior of Bottom Sediment in Isahaya Bay. The 47th Japan National Conference on Geotechnical Engineering, Aomori, Japan, pp. 263-264.

[9] Jia, R., Hino, T., Hamada, T., Chai, J. C. and Yoshimura, M. (2011). The application of bottom sediment investigation in Isahaya bay using RI-cone. The 46th Japan National Conference on Geotechnical Engineering, Kobe, Japan, pp. 2133-2134.

[10] Jia, R., Hino, T., Hamada, T., Chai, J. C. and Yoshimura, M. (2011). Bottom sediment investigation in Isahaya Bay using radioisotope cone penetrometer. 11th International Conference on Cohesive Sediment Transport Processes, Shanghai, China, pp. 9-10.

[11] Jia, R., Chai, J. C. and Hino, T. (2010). Effect of strain distribution pattern on interpreting CRS consolidation test results. Proceedings of the Fourth Japan-China Geotechnical Symposium, Okinawa, Japan, pp. 29-36.

[12] Jia, R., Chai, J. C., Hino, T. and Negami, T. (2010). Strain rate behavior of Ariake clay. Proc. of 7th International Symposium on Lowland Technology, Saga, Japan, pp. 141-146.

[13] 加瑞, 朱伟, 钟小春. 砂土拱效应的挡板下落试验及机理研究. 第一届中国水利水电岩土力学与工程学术讨论会论文集. 2006, 851-855.

[14] 加瑞, 朱伟, 钟小春. 砂土拱效应的室内模型试验研究. 第二届全国岩土与工程学术大会论文集. 2006, 335-341.

三、学术译著

[1] 陈剑, 加瑞, 地下结构抗震分析及防灾减灾措施, 中国建筑工业出版社, 2016.8.1