The Effects of Grain Size Distribution and Structure on Mechanical Behavior of Silty Sand

Shuyun Wang, Xiaobing Lu, Zhongming Shi
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引用次数: 1

Abstract

In order to investigate the effects of the grain size distribution and the micro-structure of soils on the mechani- cal characteristics, some static triaxial compression tests were carried out, and then the relationship of stress-strain and the strength behavior of silty sand were compared among undisturbed samples with different grain size distribution, undis- turbed and remolded samples with the same grain size distribution, and reconstituted samples (or called mixed samples) with different grain size distribution. The effects of grain size distribution and structure on the mechanic behavior of silty sands were mainly analyzed. It is shown that the obvious differences of the mechanical characteristics between undis- turbed soils and remolded soils are caused by the differences of soil structures. Although the grain size distribution are different between two soil samples, their mechanical characteristics may be close to each other, or may have obvious differences because of the effects of micro-structure.
粒度分布和结构对粉砂力学性能的影响
为了研究土的粒度分布和微观结构对粉砂力学特性的影响,进行了静三轴压缩试验,比较了不同粒度分布原状粉砂、相同粒度分布原状粉砂和重塑粉砂的应力-应变关系和强度特性。以及不同粒度分布的重构样品(或称混合样品)。主要分析了粉砂粒度分布和结构对其力学性能的影响。结果表明,原状土与重塑土力学特性的显著差异是由土体结构的差异引起的。虽然两种土样的粒度分布不同,但由于微观结构的影响,其力学特性可能相近,也可能存在明显差异。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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