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Showing items 36-45 of 72 (8 Page(s) Totally)
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| 臺大學術典藏 |
2018-09-10T15:34:05Z |
Undrained strength for a 3D spatially variable clay column subjected to compression or shear
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Phoon, K.-K.; JIAN-YE CHING; Ching, J.; Lee, S.-W.; Phoon, K.-K.; Ching, J.; Lee, S.-W. |
| 臺大學術典藏 |
2018-09-10T15:24:06Z |
Can the effect of shear strength spatial variability be summarized as the pure spatial average?
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Hu, Y.-G.; Ching, J.; Phoon, K.-K.; Hu, Y.-G.; Ching, J.; Phoon, K.-K.; JIAN-YE CHING |
| 臺大學術典藏 |
2018-09-10T15:21:34Z |
Statistical characterization of random field parameters using frequentist and Bayesian approaches
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Ching, J.; Wu, S.-S.; Phoon, K.-K.; Ching, J.; Wu, S.-S.; Phoon, K.-K.; JIAN-YE CHING |
| 臺大學術典藏 |
2018-09-10T14:54:02Z |
Correlations among some clay parameters - The multivariate distribution
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Ching, J.; Phoon, K.-K.; Ching, J.; Phoon, K.-K.; JIAN-YE CHING |
| 臺大學術典藏 |
2018-09-10T14:54:01Z |
Cost-effective framework for simplified geotechnical Reliability-Based Design
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Ching, J.Y.; Phoon, K.K.; Ching, J.Y.; Phoon, K.K.; JIAN-YE CHING |
| 臺大學術典藏 |
2018-09-10T14:54:00Z |
Transformations and correlations among some clay parameters - The global database
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Ching, J.; Phoon, K.-K.; Ching, J.; Phoon, K.-K.; JIAN-YE CHING |
| 臺大學術典藏 |
2018-09-10T09:44:03Z |
Effect of element sizes in random field finite element simulations of soil shear strength
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Ching, J.; Phoon, K.-K.; Ching, J.; Phoon, K.-K.; JIAN-YE CHING |
| 臺大學術典藏 |
2018-09-10T09:44:03Z |
Beyond coefficient of variation for statistical characterization of geotechnical parameters
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Phoon, K.K.; Ching, J.; Phoon, K.K.; Ching, J.; JIAN-YE CHING |
| 臺大學術典藏 |
2018-09-10T09:17:53Z |
Examination of multivariate dependency structure in soil parameters
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Phoon, K.-K.; Ching, J.; Huang, H.; Phoon, K.-K.; Ching, J.; Huang, H.; JIAN-YE CHING |
| 臺大學術典藏 |
2018-09-10T09:17:53Z |
Establishment of generic transformations for geotechnical design parameters
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Ching, J.; Phoon, K.-K.; Ching, J.; Phoon, K.-K.; Ching, Jianye; JIAN-YE CHING; Phoon, Kok-Kwang |
Showing items 36-45 of 72 (8 Page(s) Totally)
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