分类: 地球科学 >> 地球科学其他学科 提交时间: 2024-08-13
摘要: The traditional uniformity coefficient Cu cannot reflect the uniformity of gap-graded granular mixtures. This paper proposes a new index CmuCum to quantify the uniformity of granular mixtures based on the study on their small-strain stiffness G0. The samples of granular mixtures with different fines content (FC) and particle size ratio (PSR) are prepared. The G0 values are determined by quasistatic drained triaxial tests on these samples. The CmuCum values are calculated from the obtained G0 values and can be expressed as a function of FC and PSR. The rationality of the proposed CmuCum is verified. The CmuCum can be used to predict the G0 of granular mixtures when the mechanical coordination number (CNm), shear modulus of particles (Gp), confining stress (σ0) and CmuCum are given.