| 臺大學術典藏 |
2022-09-21T23:32:37Z |
CALIFORNIA BEARING RATIO TEST ON REINFORCED CLAY UNDER AS-COMPACTED AND SOAKED CONDITIONS
|
Nguyen, Minh Duc; KUO-HSIN YANG |
| 臺大學術典藏 |
2022-09-21T23:32:36Z |
Self-inspection system for ground anchors monitoring on long-term load change
|
Cheng, Shih Hao; Chen, Shi Shuenn; KUO-HSIN YANG |
| 臺大學術典藏 |
2022-06-21T23:24:49Z |
Post-failure process and kinematic behavior of two landslides: Case study and material point analyses
|
Nguyen, Thanh Son; KUO-HSIN YANG; Wu, Yu Kuei; Teng, Fuchen; Chao, Wei An; Lee, Wei Lin |
| 臺大學術典藏 |
2022-03-22T08:28:02Z |
Establishing Thresholds for Rainfall?Induced Shallow Landslides Using Fully Coupled Hydro-Mechanical Model
|
Nguyen T.-S;Pham V.-A;Nguyen B.-V;Yang K.-H.; Nguyen T.-S; Pham V.-A; Nguyen B.-V; Yang K.-H.; KUO-HSIN YANG |
| 臺大學術典藏 |
2022-03-22T08:28:01Z |
Integrating InSAR observables and multiple geological factors for landslide susceptibility assessment
|
Lin Y.-T;Chen Y.-K;Yang K.-H;Chen C.-S;Han J.-Y.; Lin Y.-T; Chen Y.-K; Yang K.-H; Chen C.-S; Han J.-Y.; KUO-HSIN YANG |
| 臺大學術典藏 |
2022-03-22T08:28:01Z |
Investigations of Silty Soil Slopes under Unsaturated Conditions Based on Strength Reduction Finite Element and Limit Analysis
|
Li A.-J;Mburu J.W;Chen C.W;Yang K.-H.; Li A.-J; Mburu J.W; Chen C.W; Yang K.-H.; KUO-HSIN YANG |
| 臺大學術典藏 |
2022-03-22T08:28:01Z |
Integrating InSAR observables and multiple geological factors for landslide susceptibility assessment
|
Lin Y.-T;Chen Y.-K;Yang K.-H;Chen C.-S;Han J.-Y.; Lin Y.-T; Chen Y.-K; Yang K.-H; Chen C.-S; Han J.-Y.; KUO-HSIN YANG |
| 臺大學術典藏 |
2022-03-22T08:28:01Z |
Finite element analysis and design method of geosynthetic-reinforced soil foundation subjected to normal fault movement
|
Chiang J;Yang K.-H;Chan Y.-H;Yuan C.-L.; Chiang J; Yang K.-H; Chan Y.-H; Yuan C.-L.; KUO-HSIN YANG |
| 臺大學術典藏 |
2022-03-22T08:28:01Z |
Establishing Thresholds for Rainfall?Induced Shallow Landslides Using Fully Coupled Hydro-Mechanical Model
|
Nguyen T.-S;Pham V.-A;Nguyen B.-V;Yang K.-H.; Nguyen T.-S; Pham V.-A; Nguyen B.-V; Yang K.-H.; KUO-HSIN YANG |
| 臺大學術典藏 |
2022-03-22T08:28:01Z |
Finite element analysis and design method of geosynthetic-reinforced soil foundation subjected to normal fault movement
|
Chiang J;Yang K.-H;Chan Y.-H;Yuan C.-L.; Chiang J; Yang K.-H; Chan Y.-H; Yuan C.-L.; KUO-HSIN YANG |
| 臺大學術典藏 |
2022-03-22T08:28:00Z |
Investigations of Silty Soil Slopes under Unsaturated Conditions Based on Strength Reduction Finite Element and Limit Analysis
|
Li A.-J;Mburu J.W;Chen C.W;Yang K.-H.; Li A.-J; Mburu J.W; Chen C.W; Yang K.-H.; KUO-HSIN YANG |
| 臺大學術典藏 |
2022-03-22T08:28:00Z |
Prediction of Landslides Using Machine Learning Techniques Based on Spatio-Temporal Factors and InSAR Data [結合時空因子與InSAR觀測資料之地表崩塌變位預測分析]
|
Lin Y.-T;Yen H.-Y;Chang N.-H;Lin H.-M;Han J.-Y;Yang K.-H;Chen C.-S;Zheng H.-K;Hsu J.-Y.; Lin Y.-T; Yen H.-Y; Chang N.-H; Lin H.-M; Han J.-Y; Yang K.-H; Chen C.-S; Zheng H.-K; Hsu J.-Y.; KUO-HSIN YANG |
| 臺大學術典藏 |
2022-03-22T08:28:00Z |
Prediction of Landslides Using Machine Learning Techniques Based on Spatio-Temporal Factors and InSAR Data [結合時空因子與InSAR觀測資料之地表崩塌變位預測分析]
|
Lin Y.-T;Yen H.-Y;Chang N.-H;Lin H.-M;Han J.-Y;Yang K.-H;Chen C.-S;Zheng H.-K;Hsu J.-Y.; Lin Y.-T; Yen H.-Y; Chang N.-H; Lin H.-M; Han J.-Y; Yang K.-H; Chen C.-S; Zheng H.-K; Hsu J.-Y.; KUO-HSIN YANG |
| 臺大學術典藏 |
2022-03-22T08:25:18Z |
Integrating InSAR observables and multiple geological factors for landslide susceptibility assessment
|
Lin Y.-T;Chen Y.-K;Yang K.-H;Chen C.-S;Han J.-Y.; Lin Y.-T; Chen Y.-K; Yang K.-H; Chen C.-S; Han J.-Y.; KUO-HSIN YANG |
| 臺大學術典藏 |
2022-03-22T08:25:18Z |
Finite element analysis and design method of geosynthetic-reinforced soil foundation subjected to normal fault movement
|
Chiang J;Yang K.-H;Chan Y.-H;Yuan C.-L.; Chiang J; Yang K.-H; Chan Y.-H; Yuan C.-L.; KUO-HSIN YANG |
| 臺大學術典藏 |
2022-03-22T08:25:18Z |
Establishing Thresholds for Rainfall?Induced Shallow Landslides Using Fully Coupled Hydro-Mechanical Model
|
Nguyen T.-S;Pham V.-A;Nguyen B.-V;Yang K.-H.; Nguyen T.-S; Pham V.-A; Nguyen B.-V; Yang K.-H.; KUO-HSIN YANG |
| 臺大學術典藏 |
2022-03-22T08:25:17Z |
Prediction of Landslides Using Machine Learning Techniques Based on Spatio-Temporal Factors and InSAR Data [結合時空因子與InSAR觀測資料之地表崩塌變位預測分析]
|
Lin Y.-T;Yen H.-Y;Chang N.-H;Lin H.-M;Han J.-Y;Yang K.-H;Chen C.-S;Zheng H.-K;Hsu J.-Y.; Lin Y.-T; Yen H.-Y; Chang N.-H; Lin H.-M; Han J.-Y; Yang K.-H; Chen C.-S; Zheng H.-K; Hsu J.-Y.; KUO-HSIN YANG |
| 臺大學術典藏 |
2022-03-22T08:25:17Z |
Investigations of Silty Soil Slopes under Unsaturated Conditions Based on Strength Reduction Finite Element and Limit Analysis
|
Li A.-J;Mburu J.W;Chen C.W;Yang K.-H.; Li A.-J; Mburu J.W; Chen C.W; Yang K.-H.; KUO-HSIN YANG |
| 臺大學術典藏 |
2021-12-21T23:17:35Z |
Investigations of Silty Soil Slopes under Unsaturated Conditions Based on Strength Reduction Finite Element and Limit Analysis
|
Li, An Jui; Mburu, Joram Wachira; Chen, Chao Wei; KUO-HSIN YANG |
| 臺大學術典藏 |
2021-12-21T23:17:35Z |
Establishing Thresholds for Rainfall‐Induced Shallow Landslides Using Fully Coupled Hydro-Mechanical Model
|
Nguyen, Thanh Son; Pham, Viet Anh; Nguyen, Bao Viet; KUO-HSIN YANG |
| 臺大學術典藏 |
2021-09-21T23:20:11Z |
Finite element analysis and design method of geosynthetic-reinforced soil foundation subjected to normal fault movement
|
Chiang, Jung; KUO-HSIN YANG; Chan, Yu Hsuan; Yuan, Chung Lu |
| 臺大學術典藏 |
2021-08-21T23:58:28Z |
Integrating InSAR observables and multiple geological factors for landslide susceptibility assessment
|
Lin, Yan Ting; Chen, Yi Keng; KUO-HSIN YANG; CHUIN-SHAN CHEN; JEN-YU HAN |
| 臺大學術典藏 |
2021-08-05T02:36:52Z |
Postfailure Characterization of Shallow Landslides Using the Material Point Method
|
Nguyen T.S;Yang K.-H;Ho C.-C;Huang F.-C.; Nguyen T.S; Yang K.-H; Ho C.-C; Huang F.-C.; KUO-HSIN YANG |
| 臺大學術典藏 |
2021-08-05T02:36:52Z |
Geosynthetic-reinforced soil slopes with different backfills and reinforcements subjected to rainfall infiltration
|
Nguyen T.-S;Yang K.-H.; Nguyen T.-S; Yang K.-H.; KUO-HSIN YANG |
| 臺大學術典藏 |
2021-08-05T02:36:52Z |
Coupled hydro-mechanical analyses of a multi-tier geosynthetic-reinforced soil slope subject to rainfall infiltration
|
Yang K.-H;Thuo J.N;Chen J.-W;Liu C.-N.; Yang K.-H; Thuo J.N; Chen J.-W; Liu C.-N.; KUO-HSIN YANG |
