其他補助

• 105學年度補助大專校院辦理就業學程計畫-創業圓夢培育學程
  1050701~1060831
  

• 桃園市政府青年事務局-各行青年串起來計畫
  1041118~1041231
  

• 104學年度大學校院創新創業扎根計畫
  1040801~1050731
  

• 104年度文化創業產業補助計畫
  1040801~1041231
  

• 104學年補助大專校院辦理就業學程計畫-創業圓夢學程
  1040701~1051231
  

• 104學年補助大專校院辦理就業學程計畫-文創產業學程
  1040701~1051231
  

• 104學年補助大專校院辦理就業學程計畫-共通核心職能課程
  1040701~1051231
  

• 2015年千里馬尋桃花源創業競賽活動
  1040701~1041231
  

國科會計畫統計

• 基樁軸向循環載重退化之研究
  1140801~1150731
  

• 基樁軸向循環載重退化之研究
  1130801~1140731
  

• 基樁軸向循環載重退化之研究
  1120801~1130731
  

• 建築物抗液化性能評估與提升對策之研究(III)(與子計畫合併)-建築物液化防治試驗與評估技術之開發-深基礎結構工法(總計畫及子計畫四)(III)
  1110801~1120731
  [土壤液化、深基礎、離心模型試驗、建築物沉陷 , soil liquefaction,deep foundation,centrifuge model test,settlement of building]

• 建築物抗液化性能評估與提升對策之研究-建築物液化防治試驗與評估技術之開發-深基礎結構工法(總計畫及子計畫五)(II)
  1100801~1110731
  [土壤液化、深基礎、離心模型試驗、建築物沉陷 , soil liquefaction, deep foundation, centrifuge model test, settlement of building]

• 建築物抗液化性能評估與提升對策之研究-建築物液化防治試驗與評估技術之開發-深基礎結構工法(總計畫及子計畫五)(I)
  1090801~1100731
  [土壤液化,深基礎,離心模型試驗,建築物沉陷 , soil liquefaction,deep foundation,centrifuge model test,settlement of building]

• 土壤液化引致建築物損害潛勢評估與對策-子計畫：液化建物沉陷與基礎反力之離心模型試驗(I)
  1080801~1090731
  [離心模型試驗,土壤液化,淺基礎,沉陷,基礎反力 , centrifuge model test, soil liquefaction, shallow foundation, settlement, foundation reaction.]

• 反覆載重下凝聚性土壤中基樁側向承載行為之研究
  1070801~1080731
  [模型基樁,樁載重試驗,反覆水平載重,p-y曲線,非線性模式,側推分析,凝聚性土壤 , model pile, pile load test, lateral cyclic load, p-y curve, nonlinear model, pushover, Cohesive Soils]

• 反覆載重下砂土中基樁承載行為之研究 (II)
  1060801~1070731
  

• 反覆載重下砂土中基樁承載行為之研究 (II)
  1050801~1060731
  

• 反覆載重下砂土中基樁承載行為之研究
  1040801~1050731
  [model pile, pile load test, axial cyclic load, lateral cyclic load, p-y curve, t-z curve, q-z curve, nonlinear model, pushover ]

產學合作計畫統計

• 離岸風機基礎與液化土壤動態互制 三維數值模擬技術之開發
  1120501~1130630
  [三維數值模擬技術 , 3D Numerical Simulation Technology]

• 離岸風場土壤液化敏感度分析與下部結構基礎設計技術諮詢
  1100330~1110430
  [土壤液化 , Soil liquefaction]

• <<除了>>2016異想論壇
  1050401~1050630
  

• 國立中央大學中小企業創新育成中心計畫(政府補助款)
  1050101~1051231
  

• 國立中央大學中小企業創新育成中心計畫(企業配合款)
  1050101~1051231
  

• 產業人才投資方案
  1050101~1051231
  

• 2015 BIZTaiwan國際創業年會
  1040731~1041231
  

• 國立中央大學中小企業創新育成中心計畫(政府補助款)
  1040101~1041231
  

• 國立中央大學中小企業創新育成中心計畫(企業配合款)
  1040101~1041231
  

期刊著作

• Hydrogeological parameters for dewatering design in deep excavation within a gravelly cobble site
  KSCE Journal of Civil Engineering, 29, 1, 2025-01-01
  [ Gravelly cobble deposits,Hydraulic conductivity,Matrix,Pumping test,Slug test ]

• Datasets of various geotechnical surveys in several arrays in the Taipei Basin
  Data in Brief, 53, 2024-04-01
  [ Alluvium sites,Cone penetration test,Shear wave velocity,Standard penetration test,Taipei Basin ]

• A study on the soil liquefaction potential map of Taipei Basin using a reliable pre-liquefaction borehole database
  Natural Hazards, 118, 2, 1137-1161, 2023-09-01
  [ Borehole,Database,P L,Pre-liquefaction,Taipei Basin ]

• Characterized model uncertainties of CPT-based simplified procedures for assessing soil liquefaction and its application to Taiwan offshore wind farms
  Applied Ocean Research, 138, 2023-09-01
  [ Cone Penetration Test (CPT),Hyperbolic function,Offshore wind farm,Soil liquefaction ]

• Failure of engineering structures and associated geotechnical problems during the 2022 M L 6.8 Chihshang earthquake, Taiwan
  Natural Hazards, 118, 1, 55-94, 2023-08-01
  [ 2022 Chihshang, Taiwan earthquake,Embankment and levee damage,Ground rupture,Reconnaissance,Soil liquefaction ]

• Model uncertainties of SPT, CPT, and VS-based simplified methods for soil liquefaction assessment
  Bulletin of Engineering Geology and the Environment, 82, 7, 2023-07-01
  [ Model uncertainty,Simplified method,Soil liquefaction,Taipei Basin ]

• Empirical formulas for shear wave velocity prediction and their uncertainties: a case study of thirteen alluvium test sites in the Taipei Basin
  Bulletin of Engineering Geology and the Environment, 81, 10, 2022-10-01
  [ Alluvium of Taipei Basin,Piezocone penetration tests,Shear wave velocity,Standard penetration tests ]

• Influence of geological uncertainty on the design of OWTF monopiles
  Engineering Geology, 303, 2022-06-20

• Measurement uncertainty of shear wave velocity: A case study of thirteen alluvium test sites in Taipei Basin
  Soil Dynamics and Earthquake Engineering, 155, 2022-04-01

• Preface to the special issue of “Geo-hazards induced by the 1999 Chi-Chi earthquake, Taiwan: Lessons learned and progress in two decades”
  Engineering Geology, 297, 2022-02-01

• Correlations Between Liquefaction Potential Indices Assessed by CPTu and SPT Methods CPTu與SPT簡易土壤液化評估法之相關性研究─以液化潛能指數為例
  中國土木水利工程學刊Journal of the Chinese Institute of Civil and Hydraulic Engineering, 33, 1, 73-81, 2021-03-01
  [ Calibration,Liquefaction potential index,Piezocone penetration test (CPTu),Soil liquefaction ]

• Developing real-time nowcasting system for regional landslide hazard assessment under extreme rainfall events
  Water (Switzerland), 13, 5, 2021-03-01
  [ Landslide,Optimization,Real-time nowcasting system,TRIGRS,Xiaolin village ]

• Soil liquefaction potential evaluation – An update of the HBF method focusing on research and practice in Taiwan
  Engineering Geology, 280, 2021-01-01

• Statistical Characterization of Shear Wave Velocity Between Different Measurement Methods in Alluvium of Taipei Basin 臺北盆地沖積土層剪力波速量測方法不確定性之研究
  中國土木水利工程學刊Journal of the Chinese Institute of Civil and Hydraulic Engineering, 32, 7, 633-644, 2020-11-01
  [ Alluvium of Taipei basin,Model uncertainty,Seismic testings,Shear wave velocity ]

• Three dimensional numerical analysis on coefficient of vertical subgrade reaction of sand 砂土層之垂直地盤反力係數三維數值分析
  中國土木水利工程學刊Journal of the Chinese Institute of Civil and Hydraulic Engineering, 32, 2, 147-160, 2020-04-01
  [ Coefficient of subgrade reaction,FLAC3D,Plate loading test,Size effect,Winkler model ]

• Correlations between Vs and SPT-N by different borehole measurement methods: effect on seismic site classification
  Bulletin of Earthquake Engineering, 18, 4, 1139-1159, 2020-03-01
  [ Measurement methods , Shear wave velocity , Site classification , Vs-N correlations ]

• Safety assessment for a shield tunnel in a liquefiable deposit using a practical dynamic effective stress analysis
  Engineering Failure Analysis, 102, 369-383, 2019-08-01
  [ Dynamic , Effective stress analysis , Liquefaction , Shield tunnel ]

• Nonlinear collapse simulation of Daikai Subway in the 1995 Kobe earthquake: Necessity of dynamic analysis for a shallow tunnel
  Tunnelling and Underground Space Technology, 87, 78-90, 2019-05-01
  [ Daikai , Dynamic analysis , MCSRD , Seismic performance ]

• Soil liquefaction and ground settlements in 6 February 2018 Hualien, Taiwan, earthquake
  Seismological Research Letters, 90, 1, 51-59, 2019-02-01

• p-y Curves of Model Pile in Zhunan Sand-Verification of Reese and API Model 竹南砂模型側向樁p-y曲線之研究-Reese與API模型之驗證
  中國土木水利工程學刊Journal of the Chinese Institute of Civil and Hydraulic Engineering, 30, 4, 263-273, 2018-12-01
  [ Coefficient of horizontal subgrade reaction. , Lateral loading test , Model pile , P-y curve ]

• Lateral cyclic response of an aluminum model pile in sand
  Marine Georesources and Geotechnology, 36, 5, 554-563, 2018-07-04
  [ Cyclic loads , lateral loads , model tests , piles , sand , subgrade stiffness ]

• 2016紐西蘭Kaikoura地震勘災摘要報告
  地工技術, 156, 91-102, 2018-06-05
  [ 凱庫拉地震,斷層,山崩,堰塞湖,土壤液化 ]

• Damage analysis of the new Sanyi railway tunnel in the 1999 Chi-Chi earthquake: Necessity of second lining reinforcement
  Tunnelling and Underground Space Technology, 73, 48-59, 2018-03-01
  [ MCSRD , Mountainous tunnel , NATM , Reinforcement , Seismic ]

• The impact evaluation of soil liquefaction on low-rise building in the Meinong earthquake 4. Seismology
  Earth, Planets and Space, 69, 1, 2017-12-01
  [ Building damage , Liquefaction , Meinong earthquake , Uncertainty ]

• Performance of laterally loaded piles in improved coal ash deposit
  Soils and Foundations, 57, 5, 872-881, 2017-10-01
  [ Coal ash , Field tests , Ground improvement , Lateral loads , Piles ]

• Implementation of the modified cross-section racking deformation method using explicit FDM program: A critical assessment
  Tunnelling and Underground Space Technology, 68, 58-73, 2017-09-01
  [ FDM , Performance-based design , Seismic capacity , Tunnel ]

• Measurement and Analysis of Vibration Induced by Vertical-Hole Blast Testing 垂直孔爆破試驗引致振動之量測與分析
  中國土木水利工程學刊Journal of the Chinese Institute of Civil and Hydraulic Engineering, 29, 3, 183-194, 2017-09-01
  [ Blast-induced vibration , In-situ vibration measurement , New wushanling tunnel , Peak ground velocity ]

• Landslide characteristics in the area of Xiaolin Village during Morakot typhoon
  Arabian Journal of Geosciences, 9, 5, 2016-05-01
  [ Geographic information system , Landslide characteristics , Stream factors , Typhoon Morakot , Visual interpretation , Xiaolin village ]

• Axial bearing behaviour of a model pile in sand under multiple static cycles
  Geotechnical Engineering, 45, 2, 52-61, 2014-01-01

• Seismic response of geosynthetic reinforced earth embankment by centrifuge shaking table tests
  Geotechnical Engineering, 45, 3, 96-105, 2014-01-01
  [ Centrifuge shaking table test , Geosynthetic reinforced earth embankment , Natural frequency ]

• Characteristics of ground vibration induced by sand compaction pile driving in coal ash ground
  中國土木水利工程學刊Journal of the Chinese Institute of Civil and Hydraulic Engineering, 26, 4, 323-334, 2014-01-01
  [ Characteristics of ground vibration , Coal ash ground , Sand compaction pile ]

• Probabilistic back analysis of slope failure - A case study in Taiwan
  Computers and Geotechnics, 51, 12-23, 2013-06-01
  [ Back analysis , Case study , Dip slope , Markov Chain Monte Carlo , Maximum likelihood method , Slope failure , Uncertainty ]

• Reliability-based design of rock slopes - A new perspective on design robustness
  Engineering Geology, 154, 56-63, 2013-02-28
  [ Failure probability , Optimization , Reliability-based design , Robustness , Rock slopes , Uncertainty ]

• Practical optimization of group piles using discrete Lagrange multiplier method
  Optimization and Engineering, 12, 1-2, 83-109, 2011-03-01
  [ Bridge pier foundation , Code based design , Discrete Lagrange multiplier method , Group pile design , Practical design ]

• Post-disaster assessment of landslides in southern Taiwan after 2009 Typhoon Morakot using remote sensing and spatial analysis
  Natural Hazards and Earth System Sciences, 10, 10, 2179-2190, 2010-11-01

• A model test designed for measuring negative friction response of an end bearing pile
  中國土木水利工程學刊Journal of the Chinese Institute of Civil and Hydraulic Engineering, 22, 1, 1-10, 2010-03-01
  [ Model pile , Negative friction , Neutral point , Primary consolidation , Temperature effect ]

• Framework for assessing probability of exceeding a specified liquefaction-induced settlement at a given site in a given exposure time
  Engineering Geology, 108, 1-2, 24-35, 2009-09-14
  [ Joint probability distribution , Liquefaction , Seismic hazards , Settlement , Standard penetration testing ]

• Assessing probability of surface manifestation of liquefaction at a given site in a given exposure time using CPTU
  Engineering Geology, 104, 3-4, 223-231, 2009-03-23
  [ Ground motions , Joint probability distribution , Liquefaction hazards , Liquefaction potential index , Piezocone penetration testing , Probability , Seismic hazards ]

• Calibration of liquefaction potential index: A re-visit focusing on a new CPTU model
  Engineering Geology, 102, 1-2, 19-30, 2008-11-12
  [ Case histories , Cone penetration testing , Factor of safety , Liquefaction , Liquefaction potential index , Piezocone , Probability , Soil behavior type index ]

• Wind-induced vibration of high-rise building with tuned mass damper including soil-structure interaction
  Journal of Wind Engineering and Industrial Aerodynamics, 96, 6-7, 1092-1102, 2008-06-01
  [ High-rise building , Soil-structure interaction , Tuned mass damper , Wind-induced vibration ]

• Dynamic properties of saturated compacted soils
  中國土木水利工程學刊Journal of the Chinese Institute of Civil and Hydraulic Engineering, 20, 1, 17-32, 2008-03-01
  [ Compacted soils , Damping ratio , Earth dam , Shear modulus , Vacuum saturation ]

• Pushover analysis for the lateral pile subjected to liquefaction-induced flow earth pressure
  中國土木水利工程學刊Journal of the Chinese Institute of Civil and Hydraulic Engineering, 19, 4, 515-528, 2007-12-01
  [ Flow pressure , Liquefaction , Performance-based design , Pile , Pushover analysis ]

• Seismic record analysis of the Liyutan earth dam
  Canadian Geotechnical Journal, 44, 11, 1351-1377, 2007-11-01
  [ Empirical decomposition , Fundamental frequency , Hilbert transform , Liyutan dam , Nonlinear amplification , Seismic record ]

• Seismic capacity assessment of old Sanyi railway tunnels
  Tunnelling and Underground Space Technology, 22, 4, 433-449, 2007-07-01
  [ Racking deformation , Sanyi , Seismic capacity , Tunnel ]

• Optimal design of piled foundations using relative difference quotient algorithm
  中國土木水利工程學刊Journal of the Chinese Institute of Civil and Hydraulic Engineering, 19, 1, 155-165, 2007-03-01
  [ Bored piles , Optimum design , Piled foundation , Relative difference quotient algorithm ]

• A semi-analytical method for analyzing the tunnel water inflow
  Tunnelling and Underground Space Technology, 22, 1, 39-46, 2007-01-01
  [ Hydrogeology , Semi-analytical method , Tunnel , Water inflow ]

• Ground vibration due to dynamic compaction
  Soil Dynamics and Earthquake Engineering, 26, 5, 337-346, 2006-05-01
  [ Attenuation , Dynamic compaction , Fourier spectrum , Ground vibration , Response spectrum , Trench ]

• A practical reliability-based method for assessing soil liquefaction potential
  Soil Dynamics and Earthquake Engineering, 24, 9-10, 761-770, 2004-10-01
  [ Probability density function , Reliability analysis , Soil liqu0efaction ]

• On methods for interpreting bearing capacity from a pile load test
  Geotechnical Engineering, 34, 1, 27-39, 2003-04-01

• Investigations on soil liquefaction during the Chi-Chi earthquake
  Soils and Foundations, 43, 6, 107-123, 2003-01-01
  [ Chi-Chi earthquake , Lateral spreading , Soil liquefaction (IGC: E7) ]

• Ground vibration during gravel pile construction
  Journal of Marine Science and Technology, 10, 1, 36-46, 2002-12-01
  [ Attenuation , Gravel pile , Ground vibration , Spectral analysis ]

• Verification of critical cyclic strength curve by Taiwan Chi-Chi earthquake data
  Soil Dynamics and Earthquake Engineering, 21, 3, 237-257, 2001-04-02
  [ Chi-Chi earthquake , Critical cyclic strength curve , Minimum of misclassified points method , Soil liquefaction ]

• Ground response during pile driving
  Journal of Geotechnical and Geoenvironmental Engineering - ASCE, 127, 11, 939-949, 2001-01-01

研討會著作

• Soil-structure interaction analysis of lateral resistance of piles in liquefied and laterally spreading ground
  2020-01-01
  [ Lateral resistance of piles , Lateral spreading , Liquefaction , Soil-structure interaction ]

• Downdrag Behavior of Piled Foundations Caused by Deep Water Pumping: A Forensic Study of a Damaged HSR Viaduct
  1-9, 2016-01-01
  

• Sequent data mining analysis for rainfall-based landslide events with the refinement of landslide samples and feature reduction
  3629-3636, 2013-01-01
  [ Bayesian network , Data mining , Feature reduction , Landslide ]

• Centrifuge modeling on seismic response of geosynthetic reinforced earth embankment
  626-632, 2012-09-17
  [ Amplification , Centrifuge , Embankment , Natural frequency ]

• Assessing improvement effects of sand compaction pile in an ash pond
  824-831, 2012-09-17
  [ Coal ash , Ground improvement , Lateral deformation , Liquefaction , Pore pressure , Sand compaction pile (SCP) , SCPT , SPT ]

• Optimizing pile group design using a real genetic approach
  491-499, 2011-09-19
  

• Motion characteristics of compacted earth dams under small earthquake excitations in Taiwan
  2008-12-01
  [ Compacted earth dam , Fundamental frequency , Seismic record , System identification ]

• Dynamic properties of saturated compacted soils
  2008-12-01
  [ Compacted soil , Damping ratio , Earth dam , Shear modulus , Vacuum saturation ]

• Damage of new Sanyi railway tunnel during the 1999 chi-chi earthquake
  2008-12-01
  [ Chi-chi earthquake , Damage investigation , New Sanyi railway tunnel , Numerical analysis ]

• A simplified closed-form solution for pile subjected to liquefaction-induced flow pressure
  7236-7245, 2006-12-01
  

• Liquefaction hazard analysis: A fully probabilistic method
  1211-1225, 2005-04-25
  

• Ground Vibration Due to Dynamic Compaction
  1037-1044, 2003-12-01
  [ Attenuation , Dynamic compaction , Fourier spectrum , Ground vibration , Response spectrum , Trench ]

• Undrained Cyclic Strength of a Hydraulic Coal Ash
  635-642, 2002-12-01
  [ Coal ash , Cyclic resistance , Excess pore water pressure , Hydraulic fill ]