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

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樓主: 迅速
31#
發(fā)表于 2025-3-26 21:01:13 | 只看該作者
32#
發(fā)表于 2025-3-27 04:50:33 | 只看該作者
The Effect of Electric Field on the Settlement Behavior to Improve Gypseous Soiloil 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
33#
發(fā)表于 2025-3-27 07:58:23 | 只看該作者
The Scale Effects on the Shear Strength Behavior of Silty Sand Soil in Direct Shear Testsnsaturated 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.
34#
發(fā)表于 2025-3-27 13:26:57 | 只看該作者
Tunnel-Soil-Structure Interaction Under Seismic Load, soil, and structure. The horizontal displacement of the building increased under the seismic load when the axis of the building coincided with the tunnel (X/D?=?0), and the maximum displacement was obtained at a distance (X/D?=?1). The horizontal displacement decreased with the increase in the hor
35#
發(fā)表于 2025-3-27 14:31:53 | 只看該作者
Effect of Microbial Induced Calcite Precipitation on Shear Strength of Gypseous Soil in Dry and Soak gravity fed to the samples and treated for four days. The precipitation of calcite causes a significant increase in the angle of internal friction and cohesion of gypseous soils by increasing the ratio of injected bacterial solution in both dry and soaking conditions.
36#
發(fā)表于 2025-3-27 18:46:42 | 只看該作者
Suction—Resistivity Relationship in Unsaturated Gypseous Soiless 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
37#
發(fā)表于 2025-3-27 22:34:22 | 只看該作者
Assessment of Effect of Tidal Level and Footing Proximities on Retaining Wall-Grain Interactions Usi the plane-strain condition were examined based on the finite element method (FEM) using ANSYS software. In general, the results show a good level of agreement between the hypothesis results (analytical solution) and simulations conducted here. Overall, relatively higher displacement and stress meas
38#
發(fā)表于 2025-3-28 05:53:10 | 只看該作者
39#
發(fā)表于 2025-3-28 07:52:43 | 只看該作者
Design and Manufacturing of Rainfall Simulator Machine for the Soil Erosion Investigationn steep channels called (Gullies). The calibration of the machine and verification of the testing showed that the machine is applicable to use in the laboratory work to simulate the rainfall correctly and can be used to inspect other hydraulic engineering problems.
40#
發(fā)表于 2025-3-28 14:00:40 | 只看該作者
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