基本情况:

龚东庆,博士, 国立成功大学永续环境科技研究中心, 副研究员

主要经历:

1991/09–1995/06 国立成功大学土木工程系 学士

1995/09–1997/06 国立台湾科技大学营建工程系 硕士

1997/09–2003/07 国立台湾科技大学营建工程系 博士

2003/08–2004/07 国立台湾科技大学营建工程系 博士后研究

2004/08–2005/12 美国Clemson大学土木工程系 博士后研究

2006/01–2006/07 美国Clemson大学土木工程系 客座助理教授

2006/08–2006/12 国立成功大学永续环境科技研究中心 博士后研究,

2007/01–2011/07 国立成功大学永续环境科技研究中心 助理研究员

2008/08–2012/04 国立成功大学永续环境科技研究中心 研究发展组组长

2011/08–迄今 国立成功大学永续环境科技研究中心 副研究员

研究方向:

大地工程, 计算器应用于大地工程数值分析, 土壤液化分析, 类神经网络于大地工程之应用等

论文发表:

1. 龚东庆和欧章煜,(2003)土壤小应变三轴试验之发展与应用,地工技术,第96期,第5-16页。

2. 谢百钩、龚东庆和欧章煜,(2003)考虑粘土小应变行为之深开挖分析,土木水利工程学刊,第十五卷,第三期,第487-496页。[NSC 92-2211-E-146-001]

3. Kung, T. C. and Ou, C. Y.* (2004). “Stress-Strain Characteristics of Taipei Silty Clay at Small Strain.” Journal of the Chinese Institute of Engineer, Vol. 27, No. 7, pp. 1077-1080. (SCI, EI) [NSC 89-2211-E-011-080]

4. Kung, T. C., Ou, C. Y.,* and Hsieh, P. G. (2004). “Measurement of Shear Modulus of the Taipei Silty Clay Using Bender Elements.” Geotechnical Engineering Journal, SEAGS, Vol. 35, No. 1, pp. 1-7. (EI)

5. 苏世丰和龚东庆,(2004)台北沉泥质粘土之电子式水压锥试验,土木水利工程学刊,第十六卷,第1期,第1-9页。[ 本论文荣获土木水利学会94年年度最佳论文奖 ]

6. Hsieh, P. G., Kung, T. C., and Ou, C. Y.* (2005). “Simulation of stress-strain curve under undrained condition with small-strain stiffness of clay considered.” Geotechnical Engineering Journal, SEAGS, Vol. 36, No. 1, pp. 91-95. (EI)

7. Kung, G. T. C.,* Juang, C. H., and Hsiao, E. C. L. (2006). “Ground settlement caused by excavation in clay-an empirical method.” in Underground Construction and Ground Movement, Geotechnical Special Publication, No. 155, pp. 348-354. (EI)

8. 龚东庆*、陈尧中和林保延,(2006)输入波频率影响弯曲组件试验判定波传时间之研究,土木水利工程学刊,第十八卷,第三期,第457-462页。

9. Hsiao, E. C. L., Kung, G. T. C., and Juang, C. H. (2006). “Estimation of wall deflection in deep excavation-neural network approach.” in Underground Construction and Ground Movement, Geotechnical Special Publication, No. 155, pp. 363-370. (EI)

10. Kung, G. T. C., Hsiao, E. C. L., Schuster, M., and Juang, C. H.* (2007). “A neural network approach to estimating excavation-induced wall deflection in soft clay.” Computers and Geotechnics, Vol. 34, No.5, pp. 385-396. (SCI, EI)

11. Kung, G. T. C.* (2007). “Equipment and testing procedures for small strain triaxial tests.” Journal of the Chinese Institute of Engineer, Vol. 30, No. 4, pp. 579-591. (SCI, EI) [NSC 90-2211-E-011-065]

12. Hsiao, E. C. L., Juang, C. H.,* Kung, G. T. C., and Schuster, M., (2007). “Reliability analysis and updating of excavation-induced ground settlement for building serviceability evaluation.” In Probabilistic Application in Geotechnical Engineering, Geotechnical Special Publication, ASCE, No. 170. (EI)

13. 唐雨耕*、龚东庆,(2007)深开挖引致壁体变形与地表沈陷之行为探讨台北盆地K-1区案例研究,土木水利工程学刊,十九卷,第三期,第329-339页。(EI)

14. Kung, G. T. C., Juang, C. H.,* Hsiao, E. C. L., and Hashash, Y. M. A. (2007). “Simplified model for predicting wall deflection and ground surface settlement caused by braced excavation in clays.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 133, No. 6, pp. 731-747. (SCI, EI)

15. Kung, G. T. C.,* Hsiao, E. C. L., and Juang, C. H. (2007). “Evaluation of a simplified small-strain soil model for estimation of excavation-induced movements.” Canadian Geotechnical Journal, Vol. 44, No. 6, pp. 726-736. (SCI, EI)

16. Schuster, M. J., Juang, C. H.,* Roth, M. J. S., Hsiao, C. L., and Kung, G. T. C. (2007). Serviceability limit state for probabilistic characterization of excavation-induced building damage. Geotechnical Special Publication, ASCE, Vol. 170, Reston, VA. (EI)

17. Hsiao, E. C. L., Schuster, M., Juang, C. H.,* and Kung, G. T. C. (2008). “Reliability analysis and updating of excavation-induced ground surface settlement for building serviceability evaluation.” Journal of Geotechnical and Environmental Engineering, ASCE, Vol. 134, No. 10, pp. 1148-1158. (SCI, EI)

18. 龚东庆*(2008)深基坑引致邻近建筑物损害评估方法,岩土工程学报,30卷,增刊,第138-143页。(EI)

19. 龚东庆*(2009). ”日本关西国际机场第二跑道工程土木科技信息季刊,42期,第26-32页。

20. Kung, G. T. C.,* Ou, C. Y., and Juang, C. H. (2009). “Modeling small-strain behaviour of Taipei clays for finite element analysis of braced excavations.” Computers and Geotechnics, Vol. 36, No. 1-2, pp. 304-319. (SCI, EI)

21.  Tang, Y. G. and Kung, G. T. C.* (2009). “Application of nonlinear optimization technique to back analyses of deep excavation.” Computers and Geotechnics, Vol. 36, No. 1-2, pp. 276-290 (SCI, EI)

22.  Tsai, P. H., Lee, D. H., Kung, G. T. C.,* and Juang, C. H. (2009). “Simplified DMT-based methods for evaluating liquefaction resistance of soils.” Engineering Geology, Vol. 103, No. 1-2, pp. 13-22 (SCI, EI)

23. Kung, G. T. C.* (2009). “Comparison of excavation-induced wall deflection using top-down and bottom-up construction methods in Taipei silty clay.” Computers and Geotechnics, Vol. 36, No. 3, pp. 373-385 (SCI, EI)

24. 蔡百祥*、李德河、龚东庆和吴建宏,(2009)应用膨胀仪试验建立土壤抗液化强度评估模式,建筑学报,第67期,第113-130页。(TSSCI)

25.  Juang, C. H.,* Fang, Y., Tang, W., Khor, E. H., Kung, G. T. C., and Zhang, J. (2009). “Evaluating Model Uncertainty of an SPT-Based Simplified Method for Reliability Analysis for Probability of Liquefaction.” Soils and Foundations, Vol. 49, No. 1, pp. 135-152. (SCI, EI)

26. 龚东庆、李德河、庄长贤,(2009)邻近工程地盘变位量及既有结构物损害潜能评估,地工技术,第120期,第17-24页。

27.Kung, G. T. C., Lee, D. H.,* and Tsai, P. H. (2009). “Performance of DMT-based liquefaction evaluation methods on case histories of Chi-Chi earthquake.” Journal of Marine Science and Technology, Vol. 17, No. 4, pp. 283-292. (SCI, EI)

28.Schuster, M., Kung, G. T. C., Juang, C. H.,* and Hashash, Y. M. A. (2009). “Simplified model for evaluating damage potential of buildings adjacent to a braced excavation.” Journal of Geotechnical and Environmental Engineering, ASCE, Vol. 135, No. 12, pp. 1823-1835. (SCI, EI)

29.Tsai, P. H., Lee, D. H., Kung, G. T. C.*, and Hsu, C. H. (2010). “Effect of content and plasticity of fines on liquefaction behavior of soils.” Quarterly Journal of Engineering Geology & Hydrogeology, Vol. 43, pp. 95-106. (SCI, EI)

30.Kung, G. T. C.* (2010). “Modeling small-strain nonlinearity of soils for numerical simulation of braced excavation in stiff clay.” Advances in Computer Science and Engineering, Vol. 4, No. 1, pp. 1-21.

31.Tsai, C. T.*, Kung, G. T. C., and Hwang, C. L. (2010). “Use of high performance concrete on rigid pavement construction for exclusive bus lanes.” Journal of Construction and Building Materials, Vol. 24, pp. 732-740. (SCI)

32.龚东庆*,郑渊仁,(2010)硬化土体模型分析基坑挡土壁与地盘变形之评估,岩土工程学报,32卷,增刊2,第175-178页。(EI)

33.蔡志达*,张建智,李隆盛,龚东庆,张祖恩,(2010)利用地基基础工程淤泥制备冷结型再生粗骨料,岩土工程学报,32卷,增刊2,第619-622页。(EI)

34.Tang, Y. G. and Kung, G. T. C.* (2010). “Investigating the effect of soil models on deformations caused by braced excavations through an inverse-analysis technique.” Computers and Geotechnics, 37(6), 769-780. (SCI, EI)

35.龚东庆*,林韶凯,(2010). ”高分子聚合物对环境及人体健康危害初探.” 土木科技信息季刊,49期,第14-18页。

36.Tang, Y. G. and Kung, G. T. C.* (2011). “Probabilistic analysis of basal heave in deep excavation.” Geotechnical Special Publication, No. 224, pp. 217-224. (EI)

37.Tang, Y. G. and Kung, G. T. C.* (2011). “Probability-based analytical method for evaluating basal heave failure in braced excavation.” Disaster Advances, Vol. 4, No. 3, pp. 51-58. (SCI)

38.Kung, G. T. C., Lee, D. H., and Tsai, P. H.* (2011). “Examination of DMT-based methods for evaluating liquefaction potential of soils.” Journal of Zhejiang University-SCIENCE A, Vol. 12, No. 11, pp. 807-817. (SCI)

39.Tsai C.T.*, Chang, C.C, Li, L.S. and Kung, G.T.C. (2012). “Recycling lime sludge from CPDC An-Shun site as coarse aggregates through cold-bonding technique.” Advanced Materials Research, Vols. 343-344, pp. 283-288. (doi:10.4028/www.scientific.net/AMR.343-344.283) (EI)

40.Kung, G. T. C.* (2012). “Construction-induced damage to structure.” Disaster Advances, Vol. 5, No. 1, pp. 3-5. (SCI)

41.Kung, G. T. C.*, Tsai C.T., Chang, J. E., and Tang, Y. G. (2012). “A strategy for promoting utility of recycling green building materials in Taiwan.” Advanced Materials Research, Vols. 512-515, pp 2943-2948. (EI)

42.Kung, G. T. C.*, Tsai C.T., Tang, Y. G., and Chang, J. E. (2012). “Damage to a plant caused by construction-induced settlement.” Sustainable Environment Research, Vol. 22, No. 5, pp. 327-334.

43.Kung, G. T. C.*, Chu, J. T., Wu, P. K., and Chen, Y. M. (2012). “Impact of climate change on rainfall in Tainan area of Taiwan using statistical downscaling analysis,” Disaster Advances, Vol. 5, No. 4, pp. 557-566. (SCI)

44.唐雨耕*龚东庆(2012)以随机简易模式评估深基坑工程引致邻房受损之风险,岩土工程学报,34卷,增刊,第207-211页。(EI)

45.Lin, C. Y., Chen, H. S., and Kung, G. T. C.* (2012). “A Landslide in Wu-Fong-Chi area of Yilan County, Taiwan,” Disaster Advances, Vol. 5, No. 4, pp.614-621. (SCI)

46.Tang, Y. G.* and Kung, G. T. C. (2012). “Probability-based analysis of excavation-induced damage potential of buildings using a simplified evaluation model,” Disaster Advances, Vol. 5, No. 4, pp. 332-340. (SCI)