WebMar 1, 2024 · Due to technical limitation, it is difficult to directly evaluate shear behaviors of rock discontinuities on the in situ scale. 7 7. M. Sanei, L. Faramarzi, A. Fahimifar, S. Goli, A. Mehinrad, and A. Rahmati, “ Shear strength of discontinuities in sedimentary rock masses based on direct shear tests,” Int. J. Rock Mech. Min. Sci. 75, 119– 131 (2015). WebJul 7, 2015 · This paper presents an experimental investigation of the dynamic internal shear strength of a hydrated woven/nonwoven needle-punched geosynthetic clay …
Engineering Properties of Soil and Rock - Iowa Department …
The stress-strain relationship of soils, and therefore the shearing strength, is affected (Poulos 1989) by: 1. soil composition (basic soil material): mineralogy, grain size and grain size distribution, shape of particles, pore fluid type and content, ions on grain and in pore fluid. 2. state (initial): Defined by the initial void ratio, effective normal stress and shear stress (stress history). State can be describe… WebNov 12, 2024 · The dynamic shear strength of rock joints was analyzed theoretically following the Coulomb-Navier criterion and further investigated experimentally by split Hopkinson pressure bar (SHPB) tests... crystal beach suites oceanfront
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WebApr 27, 2024 · With the quantification of the rate dependence of dynamic cohesion, a new dynamic shear strength criterion of rock discontinuity was proposed. Furthermore, a statistical constitutive model to evaluate the shear damage of rough rock discontinuity was established in a statistical method. Comparative analyses between experimental data … WebThe collapse deformation of shale has a significant influence on the exploitation process. Experimental analysis has indicated a correlation coefficient range from 0.9814 to 0.9981 and the established sample regression formula could be used to express the relationship between the dynamic elastic modulus and static elastic modulus of shale specimens. … WebSince its development in the 1950’s, the Dynamic Cone Penetrometer (DCP) has been widely used as a simple, but effective means of determining the in situ shear strength of subgrade materials and pavement layers. The California Bearing Ratio (CBR) is the most commonly used measure of strength. Many crystal beach texas appraisal district