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Titlebook: Geotechnical Engineering and Sustainable Construction; Sustainable Geotechn Mahdi O. Karkush,Deepankar Choudhury Conference proceedings 202

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發(fā)表于 2025-3-23 09:44:42 | 只看該作者
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發(fā)表于 2025-3-23 16:04:55 | 只看該作者
Groundwater Analysis Based on the Hydrogeological Model of Taichung Basin, Taiwanient around 0.1?cm/s, however, the areas to the north, near the Dajia River, exhibit a lower seepage coefficient around 0.02?cm/s. The results suggest that the southern part of Taichung basin possess the potential of flooding induced outflow of groundwater. The flooding due to surface flow could be stagnated by the groundwater as well.
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發(fā)表于 2025-3-23 18:26:37 | 只看該作者
Geotechnical Engineering and Sustainable ConstructionSustainable Geotechn
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發(fā)表于 2025-3-24 04:19:21 | 只看該作者
https://doi.org/10.1057/9780230285972t with the geotextile layers. The results showed a considerable increase in bearing capacity and the increase of volume change when using the triple phase pattern with the allowable bearing capacity increase for reinforced gypseous soil, especially with the increasing reinforcement layers at the tri
16#
發(fā)表于 2025-3-24 10:06:34 | 只看該作者
https://doi.org/10.1057/9781137305497ance matrices could be demonstrated in a similar level of?complexity using both conventional and alternative unsaturated stress state variables. For cross-anisotropic unsaturated soils, alternative unsaturated stress state variables successfully formed a manageable level of complexity in formulating
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發(fā)表于 2025-3-24 14:03:08 | 只看該作者
https://doi.org/10.1057/9780230245679oil without Dc voltage. The results showed the soil response for the electroosmosis technique, which improves the settlement of soil. The optimum voltage level is reported to be between 15 and 20?V DC voltage. The maximum reported degree of improvement for 15?V was 70%, while in 20?V, such level may
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發(fā)表于 2025-3-24 16:26:48 | 只看該作者
James Henderson,Alastair Fergusonnsaturated conditions exhibited higher shear strength corresponding to those tested under saturated conditions. The results indicate that an increasing the specimen density caused an increase in the maximum shear strength in each of two shear box sizes.
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發(fā)表于 2025-3-24 20:02:15 | 只看該作者
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