碩士平均畢業時長
2.01 年
中位數 2.03 年・22 人
博士平均畢業時長
5.21 年
中位數 5.21 年・1 人
收錄論文
23 篇
110–114 學年度
全校中位數(供對照)
碩士 2.10・博士 6.11 年
畢業時長趨勢
每學年度畢業人數
只計入有論文收錄的畢業生;中途休學或更換指導教授的學生不會出現在這裡。
研究關鍵字
discrete element method分離元素法岩栓離散元素法數值模擬numerical simulation微觀能量microscopic energyrock bolt治理技術機制PFC3D遙測影像判釋裂縫預測倒傳遞類神經網路穩定分析remote sensing image interpretationcrack predictionslope stability analysis傾倒破壞行為toppling failure behavior淘刷作用3DECInteraction Mechanism岩石邊坡Rock SlopeInSARFLAC3D水庫垂直位移水位升降三維數值模型reservoirvertical displacementwater-level fluctuationthree-dimensional numerical model隧道工程襯砌貫入深度tunnel engineeringrock boltsliningpenetration depth落石三維落石軌跡模擬跨谷落石跳台地形落石防護工程九曲洞步道Rockfall3D Rockfall Trajectory Simulation
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指導論文
| 學年度 | 論文 | 學制 | 入學 | 提交日期 | 畢業時長 |
|---|---|---|---|---|---|
| 114 | Analysis of Dam and Slope Behavior Using Three-Dimensional Numerical Simulation and InSAR Geospatial Data: A Case Study of Renyitan Reservoir 土木工程學系・共同指導:翁孟嘉 InSAR、FLAC3D、水庫、垂直位移、水位升降、三維數值模型、reservoir、vertical displacement、water-level fluctuation、three-dimensional numerical model | 碩士 | 113 | 2026-07-07 | 1.93 年 |
| 114 | Investigation into the Effects of Support on the Anti-Penetration Behavior of Tunnels Using the Discrete Element Method 土木工程學系・共同指導:翁孟嘉 隧道工程、岩栓、襯砌、離散元素法、貫入深度、PFC3D、tunnel engineering、rock bolts、lining、discrete element method、penetration depth | 碩士 | 113 | 2026-07-07 | 1.93 年 |
| 114 | Analysis of Cross-Valley Rockfall Trajectories and Protection Assessment in Steep Terrain: A Case Study of the Eastern Section of the Tunnel of Nine Turns Trail 土木工程學系・共同指導:翁孟嘉 落石、三維落石軌跡模擬、跨谷落石、跳台地形、落石防護工程、九曲洞步道、Rockfall、3D Rockfall Trajectory Simulation、Cross-Valley Rockfall、Launchpad Terrain、Rockfall Protection Engineering、Tunnel of Nine Turns Trail | 碩士 | 113 | 2026-07-07 | 1.93 年 |
| 114 | Numerical Study on Fault Slip Induced by Carbon Dioxide Injection 土木工程學系・共同指導:翁孟嘉 碳封存、二相流-力耦合、斷層組構、斷層再活化、滑移潛勢、carbon sequestration、two-phase flow–mechanical coupling、fault texture、fault reactivation、slip tendency | 碩士 | 113 | 2026-07-07 | 1.93 年 |
| 114 | Analysis and application for Micro-Energy signals case study-Tuchang landslide event 土木工程學系 微觀能量訊號、PFC 3D、邊坡監測、災害預警、數值模擬、傾覆破壞、micro-energy signal、slope monitoring、hazard early warning、numerical simulation、toppling failure | 碩士 | 113 | 2026-07-02 | 1.92 年 |
| 114 | Prediction of Rock Slope Crack Development Influenced by Adjacent Fold Structures 土木工程學系 褶皺構造、遙測影像判釋、裂縫預測、倒傳遞類神經網路、穩定分析、fold structure、remote sensing image interpretation、crack prediction、back-propagation neural network(BPN)、slope stability analysis | 碩士 | 113 | 2026-07-02 | 1.92 年 |
| 114 | A Study on Resonance Characteristics and Signal Analysis for Rock Shed Induced by Rockfall 土木工程學系 明隧道、落石群、數值模擬、訊號分析、準共振、全尺度模型、rock shed、grouped rockfall、numerical simulation、signal analysis、quasi-resonance、full-scale model | 碩士 | 113 | 2026-07-02 | 1.92 年 |
| 114 | Study on the Scour and Seabed Evolution of Monopile Foundations on Non-cohesive Seabeds Using a Multi-scale Modeling Approach 土木工程學系 單樁基礎淘刷、非凝聚性底床、流固耦合數值模擬、形狀函數建構、物理模型試驗、Monopile scour、Non-cohesive seabed、Fluid–solid coupled simulation、Shape function development、Physical model experiment | 博士 | 109 | 2025-10-16 | 5.21 年 |
| 114 | Study on Establishing a Relationship Model between Microscopic Energy and Rock Slope Failure 土木工程學系 微觀能量、邊坡破壞、數值模擬、類神經網路、預警模型、microscopic energy、slope failure、numerical simulation、neural network、early warning model | 碩士 | 112 | 2025-08-13 | 2.03 年 |
| 113 | Study on The Mechanism of Rock Slope Collapse Caused by Adjacent Anticline Structures 土木工程學系 傾倒破壞行為、分離元素法、微觀能量、節理傾角、toppling failure behavior、discrete element method、microscopic energy、Joint dip | 碩士 | 112 | 2025-08-21 | 2.06 年 |
| 113 | Assessment of the Development of Cracks Near an Anticline Using Neural Networks -Large-scale Landslide Case in Tuchang (D077). 土木工程學系 背斜軸、遙測影像判釋、裂縫預測、倒傳遞類神經網路、穩定分析、Anticline axis、Remote sensing image interpretation、Crack prediction、Back propagation neural network (BPN)、Slope stability analysis | 碩士 | 112 | 2025-08-20 | 2.05 年 |
| 112 | The Relationship between Toppling Failure and Microscopic Energy Characteristics for Anaclinal Slope - Large-scale Landslide Case in Tuchang (D077). 土木工程學系 逆向坡、分離元素法、傾倒破壞行為、土場溪、微觀能量、anaclinal slope、discrete element method、toppling failure behavior、Tuchang Creek、microscopic energy | 碩士 | 111 | 2024-08-19 | 2.05 年 |
| 112 | Study on Micro-Energy difference of the Strata Induced by Refraction Seismic Method through Numerical Simulation 土木工程學系 分離元素法、地球物理探測、折射震測、土壤分層、微觀力學、Discrete Element Method、Geophysical Exploration、Seismic Refraction、Soil Stratification、Micromechanics | 碩士 | 111 | 2024-08-12 | 2.03 年 |
| 112 | Study on the influence of scour around tripod foundation of offshore wind turbine for non-cohesion seabed by using Discrete Element Method 土木工程學系 離岸風電、三樁式基礎、淘刷作用、離散元素法、Offshore wind turbine、tripod、scouring、discrete element method | 碩士 | 111 | 2024-08-05 | 2.01 年 |
| 112 | Study on Failure Mechanism Characteristics of Submarine Cables Induced by Gravity Flow through Discrete Element Method 土木工程研究所 海底電纜、重力流、分離元素法、破壞模式、Submarine Cable、Gravity Flow、Discrete Element Method、Failure Mechanism | 碩士 | 110 | 2023-09-27 | 2.15 年 |
| 111 | Study on Mechanics Interaction Between Dip Slope and Rock Bolt through Strength Reduction Method 土木工程研究所 順向坡、3DEC、強度折減法、安全係數、岩栓、dip slope、strength reduction method、safety factor、rock bolt | 碩士 | 110 | 2023-08-31 | 2.08 年 |
| 111 | Study on the Influence of Rock Bolt and Rockfall Netting on Remediation Technology Mechanism of Rock Slope through Strain Energy and Kinetic Energy 土木工程研究所 分離元素法、岩栓、掛網、微觀應變能、微觀動能、治理技術機制、Discrete Element Method、Rock Bolt、Rockfall Netting、Microscopic Strain Energy、Microscopic Kinetic Energy、Interaction Mechanism | 碩士 | 110 | 2023-08-26 | 2.07 年 |
| 111 | Study on the motion characteristics of landslides in complex watershed based on the kinetic energy of discrete blocks 土木工程研究所 玉穗溪集水區、水流作用、邊坡滑動、土石運移、分離元素法、Yu-Sui River watershed、fluvial process、slope failures、landslide masses transport、discrete element method | 碩士 | 110 | 2023-08-16 | 2.04 年 |
| 111 | Study on the influence of scour effects on monopile of an offshore wind turbine for non-cohesion seabed by Discrete Element Method 土木工程研究所 淘刷作用、離散元素法、PFC3D、離岸風力發電機單樁基礎、非凝聚性土壤、Scour effects、Discrete Element Method、monopile of an offshore wind turbine、non-cohesion soil | 碩士 | 110 | 2023-08-06 | 2.01 年 |
| 110 | Risk Assessment and Grading of Rock Slope Along the 81.7k to 84.0k Provincial Highway No. 2 in Nan Ya village 土木工程研究所 風險評估、空拍技術、CloudCompare、公路岩石邊坡、岩坡單元、Risk Assessment、Unmanned Aerial Vehicle、Rock Slope Along Highway、Rock Slope Unit | 碩士 | 109 | 2022-09-01 | 2.08 年 |
| 110 | Study on Mechanism Interaction of Rock Slope and Rock Bolt through Discrete Element Method 土木工程研究所 岩石邊坡、分離元素法、岩栓、治理技術機制、三軸試驗、Rock Slope、Discrete Element Method、Rock Bolt、Interaction Mechanism、Triaxial Test | 碩士 | 109 | 2022-08-18 | 2.05 年 |
| 110 | A Preliminary Study on Rainfall Infiltration Lead to Rock Slope Failure and Pore Pressure Variation through Simulation by 3DEC 土木工程研究所 降雨入滲、岩石邊坡、數值模型、孔隙水壓、岩體滑動、infiltration、rock slope、numerical model、pore pressure、rock slide | 碩士 | 109 | 2022-08-15 | 2.04 年 |
| 110 | Study on Remediation Technology Mechanism of Slope through Physical Modeling 土木工程研究所 治理技術機制、物理模型、3D列印、3DEC、Mitigation mechanism、Physical sandbox modeling、3D Printing technique、3DEC simulation | 碩士 | 109 | 2022-08-04 | 2.01 年 |