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邓楚涵


姓名(中文/汉语拼音)

邓楚涵 /Chuhan Deng



  职称

  英才副教授/ 特聘研究员

  导师资格

  博士生导师、硕士生导师

所在系、所 土木工程系

  通讯地址

  天津市津南区best365网页版北洋园校区43楼

  电子信箱

   cd567@tju.edu.cn 

  欢迎拟报考本人研究生的同学通过本邮箱联系

研究方向


基础土力

土体变形机制、土压力动员机理


岩土工程

地下工程高性能动员强度设计(P-MSD)及数字孪生技术(DT)


主要学历:

2016.01-2021.10 剑桥大学 岩土工程 哲学博士

2013.09-2015.12 best365网页版 结构工程 工学硕士

2009.09-2013.07 同济大学 土木工程 工学学士


工作经历:

2022.01-2022.12 剑桥大学 Affiliated讲师

2021.06-2022.12 剑桥大学 副研究员

2021.04-2021.05 剑桥大学 助理研究员


代表性成果:

Journal papers

[J9] Deng, C. and Haigh, S. K. (2022). Sand deformation mechanisms and earth pressures mobilised with passive rigid retaining wall movements. Géotechniquehttps://doi.org/10.1680/jgeot.21.00058.

[J8] Deng, C. and Haigh, S. K. (2022). Sand deformation mechanisms mobilised with active retaining wall movement. Géotechnique 72, No. 3, 260-273.

[J7] Deng, C., Haigh, S. K., Ma, X. and Xu, J. (2021). A design method for flexible retaining walls in clay. Géotechnique 71, No. 2, 178-187.

[J6] Deng, C. and Haigh, S. K. (2021). Earth pressures mobilised in dry sand with active rigid retaining wall movement. Géotechnique Letters 11, No. 3, 202-208.

[J5] Cheng, X. S., Zheng, G., Diao, Y., Huang, T. M., Deng, C., Nie, D. Q. and Lei, Y. W. (2017). Experimental study of the progressive collapse mechanism of excavations retained by cantilever piles. Canadian Geotechnical Journal 54, No. 4, 574-587.

[J4] Cheng, X. S., Zheng, G., Diao, Y., Huang, T. M., Deng, C., Lei, Y. W. and Zhou, H. Z. (2017). Study of the progressive collapse mechanism of excavations retained by cantilever contiguous piles. Engineering Failure Analysis 71, 72-89.

[J3] Zheng, G., Deng, C., Cheng, X. S., Huang, T. M. and Lei, Y. W. (2016). Influence of space effect on progressive collapse in excavations retained by cantilever piles. Journal of Tianjin University Science and Technology 49, No. 10, 1016-1026.

[J2] Cheng, X. S., Zheng, G., Huang, T. M., Deng, C., Nie, D. Q. and Liu, J. (2016). Experimental study on mechanism of progressive collapse along length of excavation retained by cantilever contiguous piles. Chinese Journal of Geotechnical Engineering 38, No. 9, 1640-1649.

[J1] Cheng, X. S., Zheng, G., Deng, C., Huang, T. M. and Nie, D. Q. (2015). Mechanism of progressive collapse induced by partial failure of cantilever contiguous retaining piles. Chinese Journal of Geotechnical Engineering 37, No. 7, 1249-1263.


Conference papers

[C1] Deng, C. and Haigh, S. K. (2018). Soil movement mobilised with retaining wall rotation in loose sand. In Proceedings of the 9th International Conference on Physical Modelling in Geotechnics (ICPMG 2018), 17-20 July 2018, London, UK, pages 1427-1432.


Dissertations

[D1] Deng, C. (2020). Sand Deformation Mechanisms and Earth Pressures Mobilised with Retaining Wall Movements. PhD thesis, Cambridge University, UK.


Technical reports

[T1] Chan, D. Y. K., Deng, C., Haigh, S. K. and Madabhushi, S. P. G. (2019). Calibration of tactile pressure sensing mats for static geotechnical centrifuge applications. Technical report, D-SOILS-TR349, Cambridge University Engineering Department.


Software

[S1] Deng, C., Haigh, S. K. and Zhang, Q. (2021). PROWD: Program of Retaining Wall Design. http://www.prowd.uk/.









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