Titlebook: Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China; Volume 1: Engineerin Sijing Wang,Runqiu Huan

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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

,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

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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

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

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Sigmoidoscopy

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