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Shear banding characteristics in plane strain compression of granular materials

机译:颗粒材料平面应变压缩中​​的剪切带特性

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Aiming at developing a new design method for rockfill dams and other soil structures accounting for both peak and residual shear strengths of backfill and effects of particle size on the shear banding characteristics were studied. The post-peak relationships between the shear stress level R_n= (R-
机译:旨在开发一种新的岩石坝和其他土壤结构的设计方法,占峰值和残余剪切强度的回填和粒度对剪切绷带特性的影响。剪切应力水平r_n =(R-)之间的后峰系关系(R-

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