Repetitions
发表于 2025-3-28 17:11:48
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哎呦
发表于 2025-3-28 22:10:38
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一美元
发表于 2025-3-29 02:36:59
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低能儿
发表于 2025-3-29 04:03:41
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我怕被刺穿
发表于 2025-3-29 08:24:11
The Classification Methods of Anisotropic Rock Mass and Applications,ely used in the engineering construction. Nevertheless some special rock mass such as anisotropic rock mass or bimrocks. In this study, we reviewed the existing classification tools and introduced a recently developed classification method for anisotropic rock mass. Both the anisotropic degree and r
TIA742
发表于 2025-3-29 12:51:46
,Geotechnical Properties of Burned Soils: A Case Study of a Pine-Forest Fire in Southwestern Türkiyeon risk is promoted after forest fires. However, the changes in the geotechnical properties of topsoil after forest fires have not been extensively studied in the literature. In addition, the existing studies show contradictory results. Since forest fires exert randomly distributed burning temperatu
Agility
发表于 2025-3-29 17:10:09
Engineering Classification for the Determination of the Uniaxial Compressive Strength of Carbonate ks that comprise fragments and secondary (usually weak) matrix. In the present study, specific types of carbonate fault rocks are investigated, and their mechanical properties are quantified using a novel methodology. These types include the parent/host rock, welded fault breccias, unwelded fault br
SEMI
发表于 2025-3-29 22:06:40
DEM Simulations of Critical State Behavior of Sand Under Triaxial Compression and Extension,involved performing drained tests on samples, manipulating them under both traditional (constant confining pressure) and constant mean stress conditions using servo-control. The observed drained behavior qualitatively aligns with previously published laboratory findings. It is demonstrated that the
平躺
发表于 2025-3-30 03:30:03
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Sigmoidoscopy
发表于 2025-3-30 07:31:23
Experimental Study on Meso-Mechanical Behavior of Coarse-Grained Granular Soils,f meso-mechanical behaviours of such geomaterials is quite complex due to the existence of varying conditions of soil compositions. In this study, the soil samples from Yunnan province of China are considered for triaxial tests under different consolidated drained and undrained (saturated and unsatu