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重要公告

鄧福宸

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Name: 鄧福宸  副教授
鄧福宸  副教授
Degree: 國立臺灣科技大學博士
E-mail: fteng@mail.ntust.edu.tw
Homepage: Underground Construction Lab
Office: E2-607-2
Tel: +886-2-27376574
Fax: +886-2-27376574
Major Field: Urban geotechnical engineering; Ground improvement;Geological disposal of radwastes
 

Experience

Title Start At End At Remark Link
工程師 2014-10 2016-07 中興工程顧問公司 [LINK]
博士後研究 2013-04 2014-04 美國西北大學土木系 [LINK]

期刊論文 & 研討會論文 & 專書及技術報告

期刊論文
  1. Teng F.-C.,· Hsiung B.-C., · Muhammad Dwiyanto Agung Prakasa,· Yang K.-H., · Anthony, Richard Litane (2023),  "Simulations on time‑dependent behaviour based on wall defection of deep excavations in Jakarta"",  Arabian Journal of Geosciences,  [SCI],  [EI].  [LINK]
  2. Chen W.-C., *Teng F.-C., Owayo A. A., Chen L.-H. (2023),  "Effects of Water-Binder Ratio and Aggregate Shape on Crack Evolution in Cement-Based Materials: Inclined Shear Test and DEM Simulation",  Journal of Materials in Civil Engineering, ASCE,  Volume 35, Issue 10,  [SCI],  [EI].  [LINK]
  3. Chien S.-C., *Teng F.-C., Sie Y.-C. (2022),  "Electroosmotic treatment of soft clays through the injection of microorganism solutions",  Journal of GeoEngineering,  Vol. 17, No. 2, pp. 113-121,  [EI].  [LINK]
  4. Zheng, S.-J., Yang, K.-H., Tsai, Y.-K., and Teng, F.-C. (2022),  "Investigation of the Blast-Resistance Performance of Geotextile-Reinforced Soil",  Geosynthetics International,  [SCI],  [EI].  [LINK]
  5. Nguyen, T.S., Yang, K.-H., Wu, Y.-K., Teng, F.-C., Chao, V.W, and Lee, W.L. (2022),  "Post-Failure Process and Kinematic Behavior of Two Landslides: Case Study and Material Point Analyses",  Computers and Geotechnic,  Vol. 148,  [SCI],  [EI].  [LINK]
  6. Owayo A. A., *Teng F.-C., Chen W.-C. (2021),  "DEM Simulation of Crack Evolution in Cement-Based Materials under Inclined Shear Test",  Construction and Building Materials ,  [SCI],  [EI].  [LINK]
  7. *Teng F.-C., Sie Y.-C., Ouedraogo C. (2021),  "Strength improvement in silty clay by microbial-induced calcite precipitation",  Bulletin of Engineering Geology and the Environment,  80, 6359–6371,  [SCI],  [EI].  [LINK]
  8. Ou, C.-Y., *Teng F.-C., Li C.-W (2020),  "A simplified estimation of excavation-induced ground movements for adjacent building damage potential assessment",  TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY,  Vol. 106,  [SCI],  [EI].  [LINK]
  9. *Teng F.-C., Ouedraogo C., Sie Y.-C. (2020),  "Strength Improvement of a Silty Clay with Microbiologically Induced Process and Coir Fiber",  Journal of GeoEngineering,  Vol. 15, No. 2, pp. 79-88,  [EI].
  10. Teng F.-C., Arboleda-Monsalve L. G., Finno R. (2018),  "Numerical Simulation of Recent Stress History Effects on Excavation Responses in Soft Clays",  Journal of Geotechnical and Geoenvironmental Engineering,  Vol. 144, No. 8,  [SCI],  [EI].  [LINK]
  11. Arboleda-Monsalve L. G., Teng F.-C., Kim T., Finno R. (2017),  "Numerical Simulation of Triaxial Stress Probes and Recent Stress-History Effects of Compressible Chicago Glacial Clays",  Journal of Geotechnical and Geoenvironmental Engineering,  Vol. 143, No. 7,  [SCI],  [EI].
  12. Teng F.-C., Chien S.-C., Ou C.-Y. (2017),  "A study on the modification of electroosmotic consolidation theory using electric potential istributions",  JOURNAL OF THE CHINESE INSTITUTE OF ENGINEERS,  Vol. 40, No. 1, pp. 25-33,  [SCI],  [EI].
  13. Chien S.-C., *Teng F.-C., Ou C.-Y. (2015),  "Soil Improvement of Electroosmosis With the Chemical Treatment Using the Suitable Operation Process",  Acta Geotechnica,  Vol. 10, No. 6, pp. 813-820,  [SCI],  [EI].
  14. Khoiri M., Ou C.-Y., Teng F.-C. (2014),  "A Comprehensive Evaluation of Strength and Modulus Parameters of a Gravelly Cobble Deposit for Deep Excavation Analysis",  ENGINEERING GEOLOGY,  Vol. 174, pp. 61-72,  [SCI],  [EI].
  15. *Teng F.-C., Ou C.-Y., Hsieh P.-G. (2014),  "Measurements and Numerical Simulations of the Inherent Stiffness Anisotropy in Soft Taipei Clay",  Journal of Geotechnical and Geoenvironmental Engineering,  Vol. 140, No. 1, pp. 237-250,  [SCI],  [EI].
  16. *Teng F.-C., Chien S.-C, Ou C.-Y. (2013),  "Electro-Osmotic Chemical Treatment of Clay on Shear Modulus",  GEOTECHNICAL TESTING JOURNAL,  Vol. 36, No. 2, pp. 248-255,  [SCI],  [EI].
  17. *Teng F.-C., Ou C.-Y. (2013),  "Using a direct-drive motor to measure strain in triaxial tests",  PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING,  Vol. 166, No. 1, pp. 56-66,  [SCI],  [EI].
  18. *Teng F.-C., Ou C.-Y. (2011),  "Application of a Suction Control System in the Method of Specimen Saturation in Triaxial Tests",  GEOTECHNICAL TESTING JOURNAL,  Vol. 34, No. 6, pp. 613-622,  [SCI],  [EI].
  19. Ou C.-Y., Teng F.-C., Seed R.B., Wang I.-W. (2008),  "Using Buttress Walls to Reduce Excavation-induced Movements",  PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING,  V161, pp. 209-222,  [SCI],  [EI].
  20. Ou C.-Y., Teng F.-C., Wang I.-W. (2008),  "Analysis and Design of Partial Ground Improvement in Deep Excavations",  COMPUTERS AND GEOTECHNICS,  Vol. 35, pp. 576-584,  [SCI],  [EI].
研討會論文
  1. Teng F.-C., Sie Y.-C. (2020),  "Microbial Induced Calcite Precipitation on Taipei silty clay",  3rd International Symposium on Coupled Phenomena in Environmental Geotechnics, Kyoto, Japan, 2020.
  2. Muhammad Dwiyanto Agung, Teng F.-C., Hsiung B.-C., Herman Wahyudi (2019),  "Time-Dependent Behavior of Excavations in Central Jakarta",  16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering (16ARC), Taipei, Taiwan, 2019.
  3. Teng F.-C., Melisa Kosasi, Hsiung B.-C. (2018),  "Deep Excavations in Central Jakarta Area: Case Histories and Numerical Simulations",  Geo-Congress 2019 8th International Conference on Case Histories in Geotechnical Engineering, Philadelphia, Pennsylvania, USA, 2019,  (GSP 306),  [EI].  [LINK]
  4. Teng, Chien S.-C. (2018),  "Improvement of Fine Soils Through Microbial-Induced Calcite Precipitation",  GeoMEast 2018, Cairo, Egypt, 2018.
  5. Melisa Kosasi, Teng F.-C., Hsiung B.-C. (2018),  "Numerical simulations of an excavation case in Central Jakarta by hypoplasticity model for clays",  SEAGC 2018, Jakarta, Indonesia, 2018.
  6. Teng, F.-C. (2017),  "A simplified expression for ground movements induced by excavations in soft clay",  he 2nd International Symposium on Asia Urban GeoEngineering (ISAUG2017) Changsha, China, November, 2017.
  7. Lu, C.-C., Teng, F.-C., and Lin, B.-T. (2017),  "Preliminary performance evaluation on multibarrier system for low-level radwaste",  19th International Conference on Soil Mechanics and Geotechnical Engineering, Korea, September, 2017 .
  8. Teng F.-C. (2016),  "Application of local bentonite as buffer and backfill material in low-level radioactive waste disposal facility",  The 8th Asia Young Geotechnical Engineer Conference,  Kazakhstan, pp. 175-178.
  9. Ou C.-Y., Teng F.-C., Chien S.-C., Hsieh P.-G. (2013),  "Mechanism of Settlement Influence Zone due to Deep Excavation in Soft Clay",  Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering,  Paris, pp. 2063-2066.
  10. Teng F.-C., Ou C.-Y., Chien S.-C. (2012),  "Investigations on stiffness anisotropy of soft clay with electro-osmosis chemical treatment",  Geotechnical and Geophysical Site Characterization 4 - Proceedings of the 4th International Conference on Site Characterization 4, ISC-4,  Brazil, pp. 1551-1557.
  11. Teng F.-C., Chien S.-C., Ou C.-Y.,  (2012),  "Improvement of the shear modulus on soft clays with electro-osmosis chemical treatment",  Symposium on Dynamic Testing of Soil and Rock: Field and Laboratory,  San Diego, USA.
  12. Teng F.-C., Ou C.-Y.,  (2010),  "A study on the development of anisotropic shear modulus for soft clay during the k0 consolidation",  GeoFlorida 2010: Advances in Analysis, Modeling & Design (GSP 199),  Florida, USA, pp.1217-P.1226,  [EI].
  13. 鄧福宸, 歐章煜 (2009),  "水平式彎曲元件於土壤異向性勁度研究之應用",  第十三屆大地工程學術研究討論會,  台灣宜蘭.
  14. 鄧福宸, 歐章煜 (2009),  "台北粉土質黏土小應變下勁度異向性之研究",  海峽兩岸地工技術岩土工程交流研討會,  台灣台中.
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