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

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21#
發(fā)表于 2025-3-25 04:24:24 | 只看該作者
Towards a Pedagogy of Practice-as-Researchess and sensors level. The tests results show the soil resistivity sharply decreased with the decrease in matric suction, especially at medium range of soil suction (i.e., 1000–100?kPa), then the relationship will be relatively constant for all measurements levels. Also, the void ratio sharply decre
22#
發(fā)表于 2025-3-25 08:57:58 | 只看該作者
23#
發(fā)表于 2025-3-25 14:45:24 | 只看該作者
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發(fā)表于 2025-3-25 17:40:06 | 只看該作者
25#
發(fā)表于 2025-3-25 20:49:07 | 只看該作者
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發(fā)表于 2025-3-26 03:31:47 | 只看該作者
27#
發(fā)表于 2025-3-26 07:45:03 | 只看該作者
Maelis Karlsson Lohmander,Susanne Garvisrease of?~?1.52 fold in factor of safety at φ′?=?30° and c′?=?5?kPa, was obtained when the water table dropped 3?m from the surface (full saturation). This was equivalent to model the fully saturated case at φ′?=?30° but with c′ ≈ 9?kPa. Failure mechanisms were also studied using a variety of cases
28#
發(fā)表于 2025-3-26 11:17:06 | 只看該作者
29#
發(fā)表于 2025-3-26 15:25:07 | 只看該作者
30#
發(fā)表于 2025-3-26 19:19:37 | 只看該作者
Improving the Gypseous Soil Bearing Capacity Using Geotextile Reinforcement Under Dry Conditiont 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
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