KEGEL 发表于 2025-3-23 10:09:50

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pacifist 发表于 2025-3-23 17:33:30

Predicting Swelling Potential and Soil-Water Retention Curves of Some Characterized Expansive Claysgression analysis was carried out to predict the key geotechnical parameters for the establishment of water retention curves based on other geotechnical properties. The results of the regression analysis showed good agreement with the measured values both in geotechnical properties and retention cur

拍下盗公款 发表于 2025-3-23 19:27:48

Characterization of Hydro-Mechanical Effects of Suction and Clay Minerals on Resilient Modulus, Mr,The specimens were prepared compacted and tested at varying moisture contents and dry densities before and after the addition of 4% and 6% bentonite, and 4% and 6% kaolinite using repeated load triaxial test (RLTT) machine and filter paper in the laboratory. Based on experimental results, M. exhibit

有害处 发表于 2025-3-23 23:14:45

Evaluation of Subgrade Resilient Modulus from Unsaturated CBR Test,ate M. values and the estimated M. values were compared with values estimated using proposed equation from unsaturated CBR testing with respect to experimental data from the three-compacted fine-grained soils. The limitations of these equations were assessed based on the comparisons between laborato

Friction 发表于 2025-3-24 05:57:31

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直觉没有 发表于 2025-3-24 08:46:10

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Mucosa 发表于 2025-3-24 10:46:27

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GULLY 发表于 2025-3-24 14:57:36

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机密 发表于 2025-3-24 21:39:30

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大范围流行 发表于 2025-3-24 23:40:25

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查看完整版本: Titlebook: Novel Issues on Unsaturated Soil Mechanics and Rock Engineering; Proceedings of the 2 Laureano R. Hoyos,John S. McCartney Conference procee