Research: Blast-Resistance Performance of Geotextitle-Reinforced Soil

Publication:
Zheng, S-J., Yang, K-H, Tsai, Y-K, and Teng, Fuchen. (2022) “Investigation of the Blast-Resistance Performance of Geotextile-Reinforced Soil”, Geosynthetics International.

Research: Performance of Geosynthetic-Reinforced Foundations subjected to Fault Movement

Publication:
Chiang, J, Yang, K-H, Chan, Y-S and Yuan C-L. (2021) “Finite Element Analysis and Design Method of Geosynthetic-Reinforced Soil Foundation subjected to Normal Fault Movement”, Computers and Geotechnics, 139, 104412.[PDF]

Yang, K-H, Chiang, J, Lai, Z-W., Han, J., and Lin, M-L. (2020) “Performance of Geosynthetic- Reinforced Soil Foundations across a Normal Fault”, Geotextiles and Geomembranes. 48(3). 357-373.[PDF]

Research: Deformation Characteristics and Triggering Mechanism of Unstable Shallow Slopes upon Rainfall

Publication:
Nguyen, T.S.,Yang K-H, Wu, Y-K, Teng, F-H, 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 Geotechnics. 148, 104797.[PDF]

Yang, K-H, Nguyen, T.S., Rahardjo H., and Lin, D-G. (2021) “Deformation Characteristics of Unstable Shallow Slopes Triggered by Rainfall Infiltration”, Bulletin of Engineering Geology and the Environment, 80(1), 317-344.[PDF]

Nguyen, T.S., Yang, K-H, Ho, C-C, and Huang, F-C. (2021) “Post-Failure Characterization of Shallow Landslides using Material Point Method”, Geofluids, 2021, 8860517.[PDF]

Hung, W-Y,Yang, K-H, Nguyen, T.S., and Pham, T.N.P. (2020) “Performance of Geosynthetic-Reinforced Soil Walls at Failure”, Journal of GeoEngineering. 15(1), 13-29.*2020 Best Paper Award.[PDF]

Yang, K-H, Nguyen, T.S., Lee, Y-H, and Leshchinsky, B, (2019) “Performance and Design of Geosynthetic-Reinforced Soil Slopes against Rainfall: Considering Regional Hydrological Conditions”, Geosynthetics International, 26(5), 451-473.[PDF]

Yang, K-H, Nguyen T.S. and Thuo J.N., (2018) "Discussion of Influence Factors involving Rainfall-Induced Shallow Slope Failure: Numerical Study”, International Journal of Geomechanics, ASCE, 18(4), 07018003.[PDF]

Research:
Hydro-Mechanical Coupled Analysis of Unsaturated Nature and Reinforced Soil Slopes

Publication:
Yang, K-H, Thuo, J.N., Chen, J-W, and Liu, C-N, (2019) “Failure Investigation of a Geosynthetic-Reinforced Soil Slope subject to Rainfall”, Geosynthetics International, 26(1), 42-65.*2019 Second Best Paper Award.[PDF]

Yang, K-H, Thuo, J. N., Huynh, V.D.A., Nguyen, T.S. and Portelinha, F.H.M., (2018) “Numerical Evaluation of Reinforced Slopes with Various Backfill-Reinforcement-Drainage Systems subject to Rainfall Infiltration”, Computers and Geotechnics, 96, 25-39.[PDF]

Yang, K-H, Nguyen T.S. and Thuo J.N., (2018) "Discussion of Influence Factors involving Rainfall-Induced Shallow Slope Failure: Numerical Study”, International Journal of Geomechanics, ASCE, 18(4), 07018003.[PDF]

Yang, K-H, Uzuoka R., Thuo J.N., Lin G-L, and Nakai T., (2017) “Coupled Hydro-Mechanical Analysis of Two Unstable Unsaturated Slopes Subject to Rainfall Infiltration”, Engineering Geology, 216, 13-30.[PDF]

Thuo, J.N., Yang, K-H, and Huang, C-C., (2015) “Infiltration into Unsaturated Reinforced Slopes with Nonwoven Geotextile Drains sandwiched in Sand Layers”, Geosynthetics International, 22(6), 457-474. [PDF]

Research: Permeability and Critical Hydraulic Gradient of Fiber-Reinforced Soil

Publication:
Yang, K-H, Wei, S-B., Adilehou, W. M. and Ho, H-C, (2019) “Fiber-Reinforced Internally Unstable Soil against Suffusion Failure”, Construction and Building Materials. 222, 458-473.[PDF]

Yang, K-H, Adilehou, W. M., Jian, S-T. and Wei, S-B., (2017) “Hydraulic Response of Fiber-Reinforced Sand Subject to Seepage”, Geosynthetics International, 24(5), 491-507.[PDF]

Research:
Shear Behavior of Geosynthetic-Reinforced Granular and Cohesive Soils

Publication:
Nguyen, M-D., and Yang, K-H,(2022) “California Bearing Ratio Test on Reinforced Clay under As-compacted and Soaked Conditions”, Journal of GeoEngineering, 17(2), 73-87.

Nguyen, M.D.,Yang, K-H, and Yalew, W. M. (2020) “Compaction Behavior of Nonwoven Geotextile- Reinforced Clay”, Geosynthetics International. 27(1), 16-33.[PDF]

Yang, K-H, Nguyen, M.D., Yalew, W.M., Liu, C-N, and Gupta, R.,(2016) “Behavior of Geotextile-Reinforced Clay under Consolidated-Undrained Tests: Reinterpretation of Porewater Pressure Parameters”, Journal of GeoEngineering, 11(2), 45-57.[PDF]

Yang, K-H, Mengist W., and Nguyen, M.D. (2016) “Behavior of Geotextile-Reinforced Clay with a Coarse Material Sandwich Technique under Unconsolidated-Undrained Triaxial Compression”,International Journal of Geomechanics, ASCE.16(3), 04015083.[PDF]

Liu, C-N, Yang, K-H, and Nguyen, M.D. (2014) “Behavior of Geogrid-Reinforced Sand and Effect of Reinforcement Anchorage under Large-Scale Plane Strain Compression”, Geotextiles and Geomembranes, 42(4).[PDF]

Nguyen, M.D.,Yang, K-H, Lee, S-H, Wu, C-S, Tsai, M-H, (2013) “Behavior of Nonwoven Geotextile-Reinforced Soil and Mobilization of Reinforcement Strain under Triaxial Compression”, Geosynthetics International, 20(3), 207-225.[PDF]

Research:
Numerical Analyses and Design Considerations of Geosynthetic-Reinforced Two-Tier Walls

Publication:
Mohamed, S.,Yang, K-H, and Hung, W-Y, (2014) “Finite Element Analyses of Two-Tier Geosynthetic-Reinforced Soil Walls: Comparision Involving Centrifuge Tests and Limit Equilibrium Results”, Computers and Geotechnics, 61, 67-84.[PDF]

Wu, J.T.H.,Yang, K-H, Mohamed, S., Pham, T., and Chen, R-H, (2014) “Suppressing Dilation of Soil-A Reinforcing Mechanism of Soil-Geosynthetic Composites”, Transportation Infrastructure Geotechnology, 1(1), 68-82.[PDF]

Mohamed, S.,Yang, K-H, and Hung, W-Y, (2013) “Limit Equilibrium Analyses of Geosynthetic-Reinforced Two-Tiered Soil Walls: Calibration from Centrifuge Tests”, Geotextiles and Geomembranes41, 1-16.[PDF]

Research: Landslide Susceptibility Assessment based on PSInSAR and Multiple Geological Factors-Case Study in Taipei

Research: Model test on GEC and Pile Stabilized Slope Subjected to Seepage

Research: A Comparative Study of GEC and Pile Stabilized Slope Subjected to Water Infiltration by Numerical and Experimental Approach

Research: Simulation of Earth Berm in Excavation Based on Elastoplastic Foundation Beam Method Using TORSA

Research: Assessment of failure surface and kinematic behavior of Guanghua landslide by Material Point Method

Research: Model Tests on Geosynthetic-Reinforced Soil Walls as River Banks Protection

Research: Landslide Susceptibility Assessment and Slope Displacement Threshold based on PSInSAR – Case Study of Landslides along Pu-Tun-Pu-Nas River Area

Research: Establishment of Slope Displacement Relationships between PSInSAR and Inclinometer Measurement – Case Study of Taipei Maokong Slope

Research: Determination of Soil Properties and Numerical Analyses of Deep Excavations in Jakarta Clay

Research: Investigation of Slope Post-failure Mechanism using Material Point Method

Research: Experimental Evaluation of Effectiveness of Sand Cushion on Improving the Performance of Geosynthetic- Reinforced Soil Walls upon Rainfall

Research: Finite Element Analysis of Geosynthetic-Reinforced Soil Foundations subjected to Fault Movement

Research: Three Dimensional Finite Element Analysis of Deep Excavation in Taichung Gravel Deposit

Research: Numerical Evaluation of A Multi-tier Geosynthetic-Reinforced Soil Slope for Mudstone Slope Protection

Research: Evaluation of Improved Methods for Geosynthetic-Reinforced Soil Walls with Marginal Backfills subjected to Rainfall

Research: Influence of Backfill Fines Content on the Performance of Geosynthetic-Reinforced Soil Walls under Rainfall Infiltration

Research: Performance and Design of Geosynthetic-Reinforced Soil Slopes subjected to Rainfall: Considering Regional Hydrological Conditions

Research: Model Tests on Geosynthetic-Reinforced Soil Foundations across a Normal Fault

Research: Model Tests on Fiber-Reinforced Sandy Embankments subjected to Seepage

Research: 3D Finite Element Analysis of Deep Excavation in Central Jakarta using Total and Effective Shear Strength Properties

Research: Behavior of Geosynthetic-Reinforced Soil Structures subject to Cyclic Lateral Loadings

Research: Shear Behavior and Pore Water Pressure Generation of Fiber-Reinforced Silt under Consolidated-Undrained Compression.

Research: Hydro-Mechanical Coupled Analysis of a Multi-tier Geosynthetics-Reinforced Soil Slope subject to Rainfall Infiltration

Research: Fiber-Reinforced Gap-Graded Soil against Suffusion

Research: Establishment of Geotechnical Properties and 3D Numerical Models for Deep Excavation in Central Jakarta

Publication:
Hsiung, B-C,Yang, K-H, Aila, W. and Hung, C., (2016) “Three-Dimensional Effect of a Deep Excavation on Wall Deflections in Loose to Medium Dense Sands”, Computers and Geotechnics, 80, 138-151.[PDF]

Research: Geotextile- and Geogrid-Reinforced Soil Slopes with Various Backfills and Sand Cushion Thickness subject to Rainfalls

Research: Unconfined Compression Tests on Fiber-Reinforced Cemented Silt: Effect of Cement on Silt-Fiber Bonding Strength

Research: Numerical Analyses of Geosynthetic-Reinforced Soil Walls with Flexible Wrapped Facings

Research: Experimental and Numerical Study of Hydraulic Responses of Fiber-Reinforced Sand subject to Seepage

Research: Failure Investigation of a Four-Tier Geosynthetic-Reinforced Soil Slope with Marginal Backfill

Research:
Evaluation of Suitability of Limit Equilibrium Analysis for Geosynthetic-Reinforced Soil Wall Design

Research:
Finite Element Analyses of Acceleration-Amplified Response within Geosynthetic-Reinforced Soil Structures

Research:
Hydro-Mechanical Coupling Analysis of Rainfall induced Instability of Unsaturated Slopes

Research:
Acceleration Amplification within Geosynthetics-Reinforced Structures under Dynamic Loading

Research:
Finite Element Study on Lateral Bearing Capacity and Failure Mode of Geosynthetic-Reinforced Soil Barriers

Publication:
Yang, K-H, Wu, J.T.H., Chen, R-H, and Chen, Y-S,(2016) “Lateral Bearing Capacity and Failure Mode of Geosynthetic-Reinforced Soil Barriers Subject to Lateral Loadings”,Geotextiles and Geomembranes, 44, 799-812.[PDF]

Research:
Numerical Study of Infiltration into Unsaturated Soil Slopes with Nonwoven Geotextile Drains Sandwiched in Sand Cushions: Featuring Capillary Barrier Effect

Publication:
Yang, K-H, Uzuoka R., Thuo J.N., Lin G-L, and Nakai T., (2017) “Coupled Hydro-Mechanical Analysis of Two Unstable Unsaturated Slopes Subject to Rainfall Infiltration”, Engineering Geology, 216, 13-30.[PDF]

Thuo, J.N., Yang, K-H, and Huang, C-C., (2015) “Infiltration into Unsaturated Reinforced Slopes with Nonwoven Geotextile Drains sandwiched in Sand Layers”, Geosynthetics Internationall, 22(6), 457-474. [PDF]

Research:
Experimental Evaluation of Filtration and Drainage Efficiency of Double Filter System Composed of Granular Soil and Nonwoven Geotextile Layers [Poster]

Research:
Behavior of Geotextile-Reinforced Clay and Improvement with Sandwich Technique under Unconsolidated-Undrained Triaxial Test

Publication:
Yang, K-H, Nguyen, M.D., Yalew, W.M., Liu, C-N, and Gupta, R.,(2016) “Behavior of Geotextile-Reinforced Clay under Consolidated-Undrained Tests: Reinterpretation of Porewater Pressure Parameters”, Journal of GeoEngineering, 11(2), 45-57.[PDF]

Yang, K-H, Mengist W., and Nguyen, M.D. (2016) “Behavior of Geotextile-Reinforced Clay with a Coarse Material Sandwich Technique under Unconsolidated-Undrained Triaxial Compression”,International Journal of Geomechanics, ASCE.16(3), 04015083.[PDF]

Research:
The Influence of Existing Foundations on Adjacent Deep Excavation: A Parametric Study using Finite Element Method

Research:
Numerical Analyses of Jakarta MRT Deep Excavation Project

Research:
Influence of Reinforcement Stiffness on the Behavior of Reinforced Sand under Triaxial Compression Tests

Research:
Experimental Study on Drainage Efficiency and Improvement Measures of Low Permeable Soil with Geosynthetic Drainage Layers [Poster]

Publication:
林俊佑、楊國鑫, (2014)，“低滲透非塑性粉土內不織布排水效果與改善措施之試驗研究”, 中國土木水利工程學刊，第26卷第2期，中華民國103年6月.[PDF]

Research:
Reliability-Based Analysis for Internal Stabilities of Geosynthetic-Reinforced Soil Structures incorporating Model Uncertainties

Research:
Limit Equilibrium Analysis of Multi-tiered Geosynthetic-Reinforced Structures