Yoshihara H (2012b) Shear modulus and shear strength evaluation of solid wood by a modified ISO 15310 square-plate twist method. Drvna industrija 65(1): 51-55Yoshihara, H. (2012). Shear Modulus and Shear Strength Evaluation of Solid Wood by a Modified ISO 15310 Square-Plate Twist Method....
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Small-strain shear modulus and shear strength of an unsaturated clayey sandThis paper presents and discuss results of laboratory tests with a compacted clayey sand. Two sets of tests were performed to analyze the shear strength and the small-strain shear modulus (Go) of this soil. The first ...
test were conducted on the same sites, the authors conducted their research to seek some relationships between the initial shear modulus and the N-value of the standard penetration test, between the shear strength and the N-value, and between the initial shear modulus and the shear strength. Th...
influence of suction and confining stress on the shear strength and on the small-strain shear modulus of the tested soil. A planar failure envelope could nicely fit experimental data of shear strength. The influence of net confining stress on the small-strain shear modulus reduced as the suction...
The purpose of this paper is to evaluate the relation between initial shear modulus and shear strength of cohesive soils. The initial shear moduli were obtained from the results of the well-shooting tests by means of shear waves, while the shear strength could be obtained from the results of ...
Related to Shear modulus:Shear strain,Shear strength,bulk modulus,Poisson's ratio modulus of rigidity n (General Physics) a modulus of elasticity equal to the ratio of the tangential force per unit area to the resulting angular deformation. Symbol:G ...
作者: None 摘要: correlation between low-amplitude shear modulus and shear strength for kaolinite clay. technical note: athanasopoulos, g a; richart, f e j geotech engng div asce, v109, ngt5, may 1983, p719–723 DOI: 10.1016/0148-9062(83)90037-2 年份: 1983 收藏...
This study shows the significant and nonlinear effect of the competition between dilation and fluid flow on the shear strength of constrained shear bands in fluid-saturated rocks. This effect is conditioned by the contribution of the pore pressure to the
The modulus is mainly a function of the preferred orientation of the graphene layers with respect to the fiber axis, and which masks the effects of the defect structure of the graphene layers. By contrast, defects and microbuckling control the tensile and compressive strengths of carbon fibers....