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Titlebook: Unsaturated Soil Concepts and Their Application in Geotechnical Practice; D. G. Toll Book 2001 Springer Science+Business Media Dordrecht 2

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樓主: Coarse
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發(fā)表于 2025-3-25 06:07:01 | 只看該作者
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發(fā)表于 2025-3-25 08:54:17 | 只看該作者
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發(fā)表于 2025-3-25 12:28:38 | 只看該作者
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發(fā)表于 2025-3-25 17:58:39 | 只看該作者
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發(fā)表于 2025-3-25 21:15:45 | 只看該作者
Unsaturated Soil Concepts and Their Application in Geotechnical Practice978-94-015-9775-3
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發(fā)表于 2025-3-26 01:19:50 | 只看該作者
978-90-481-5918-5Springer Science+Business Media Dordrecht 2001
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發(fā)表于 2025-3-26 05:17:14 | 只看該作者
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發(fā)表于 2025-3-26 10:40:04 | 只看該作者
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發(fā)表于 2025-3-26 13:20:01 | 只看該作者
Mathematical attributes of some soil—water characteristic curve modelsof the best-fit regression procedures..The models using three soil parameters models proved to be superior for representing the wide range of soil suctions required in solving geotechnical problems. Regression analyses using three soil parameters were shown to be numerically more stable, converging with a reasonable number of iterations.
30#
發(fā)表于 2025-3-26 20:38:54 | 只看該作者
The effect of antecedent rainfall on slope stabilityl patterns were simulated and these were used to calculate the changes in factor of safety of the slope. The results demonstrate that antecedent rainfall does play an important role in slope stability.
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