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Showing items 1-10 of 39 (4 Page(s) Totally)
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| 淡江大學 |
2026-03-17 |
A study on total factor of safety for liquefaction potential assessment
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Chang, D.W.;Cheng, S.H.;Ge, L.;Zhussupbekov, A |
| 淡江大學 |
2026-01-28 |
The influences of input ground motions on ground displacements
|
Chang, D.W.;Chen, Y.;Cheng, S.H.;Ge, L. |
| 淡江大學 |
2023-10-25 |
Verification of piezo drive cone data against standard penetration and cone penetration tests: a case study in Taiwan
|
Jhuo, Y. S.;Hiruma, N.;Yabe, M.;Cheng, S. H.;Chien, C. J.;Chang, D. W.;Ge, L. |
| 國立成功大學 |
2023 |
Failure of engineering structures and associated geotechnical problems during the 2022 M L 6.8 Chihshang earthquake, Taiwan
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Ko, Y.-Y.;Tsai, C.-C.;Hwang, J.-H.;Hwang, Y.-W.;Ge, L.;Chu, M.-C. |
| 臺大學術典藏 |
2022-03-22T08:28:22Z |
Influence of horizontally variable soil properties on nonlinear seismic site response and ground motion coherency
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Chang Y.-H;Tsai C.-C;Ge L;Park D.; Chang Y.-H; Tsai C.-C; Ge L; Park D.; YU-NING GE |
| 臺大學術典藏 |
2022-03-22T08:28:22Z |
Influence of horizontally variable soil properties on nonlinear seismic site response and ground motion coherency
|
Chang Y.-H;Tsai C.-C;Ge L;Park D.; Chang Y.-H; Tsai C.-C; Ge L; Park D.; YU-NING GE |
| 臺大學術典藏 |
2022-03-22T08:28:21Z |
Method of estimating the effective zone induced by rapid impact compaction
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Cheng S.-H;Chen S.-S;Ge L.; Cheng S.-H; Chen S.-S; Ge L.; YU-NING GE |
| 臺大學術典藏 |
2022-03-22T08:28:21Z |
Method of estimating the effective zone induced by rapid impact compaction
|
Cheng S.-H;Chen S.-S;Ge L.; Cheng S.-H; Chen S.-S; Ge L.; YU-NING GE |
| 臺大學術典藏 |
2022-03-22T08:25:36Z |
Influence of horizontally variable soil properties on nonlinear seismic site response and ground motion coherency
|
Chang Y.-H;Tsai C.-C;Ge L;Park D.; Chang Y.-H; Tsai C.-C; Ge L; Park D.; YU-NING GE |
| 臺大學術典藏 |
2022-03-22T08:25:35Z |
Method of estimating the effective zone induced by rapid impact compaction
|
Cheng S.-H;Chen S.-S;Ge L.; Cheng S.-H; Chen S.-S; Ge L.; YU-NING GE |
Showing items 1-10 of 39 (4 Page(s) Totally)
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