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三轴砂样边界运动现象的时空统计特征

Spatio-Temporal Statistical Characterization of Boundary Kinematic Phenomena of Triaxial Sand Specimens.

作者信息

Zhu Yichuan, Medina-Cetina Zenon, Pineda-Contreras Alma Rosa

机构信息

Civil & Environmental Engineering Department, Temple University, Philadelphia, PA 19122, USA.

Zachry Department of Civil & Environmental Engineering, Texas A&M University, College Station, TX 77843, USA.

出版信息

Materials (Basel). 2022 Mar 16;15(6):2189. doi: 10.3390/ma15062189.

Abstract

This paper follows up on a reference paper that inspired MDPI's Topic "Stochastic Geomechanics: From Experimentation to Forward Modeling", where global and local deformation effects on sand specimens are fully described from high resolution boundary displacement fields, and supported by its experimental database, which is open to the scientific community for further study. This paper introduces the use of spatio-temporal statistics from a subset of such an experimental database to characterize the specimens' spatio-temporal displacement fields, populated by repeating a set of triaxial compression tests on drained, dry, vacuum-consolidated sand specimens, tested under similar experimentally controlled conditions. A three-dimensional digital image correlation (3D-DIC) technique was used to measure the specimens' boundary displacement fields throughout the course of shearing under axial compression. Spatio-temporal first- and second-order statistics were computed for different data dimensionality conditions (0D, 0D-T, 1D-T, 3D-T) to identify and characterize the dominant failure mechanisms across different testing specimens. This allowed us to quantify localization phenomena's spatio-temporal uncertainty. Results show that the uncertainty captured along the deformation process across different dimensionality conditions can be directly associated with different failure mechanisms, including localization patterns, such as the onset and evolution of shear, compression, and expansion bands. These spatio-temporal observations show the dependencies between locally distinctive displacement regions over a specimen's surface, and across different times during a specimen's shearing process. Results of this work provide boundary spatio-temporal statistics of experimental evidence in sands, which sets the basis for the development of research on the numerical simulation of sand's constitutive behavior. Moreover, it allows to add a new understanding on the effect of uncertainty on the mechanistic interpretation of sands' kinematic phenomena.

摘要

本文是对一篇参考文献的跟进,该文献启发了MDPI的主题“随机地质力学:从实验到正向建模”,其中从高分辨率边界位移场全面描述了对砂样的全局和局部变形效应,并由其实验数据库提供支持,该数据库向科学界开放以供进一步研究。本文介绍了使用来自此类实验数据库子集的时空统计数据来表征试样的时空位移场,该数据库通过在排水、干燥、真空固结的砂样上重复一组三轴压缩试验生成,试验在相似的实验控制条件下进行。在轴向压缩剪切过程中,使用三维数字图像相关(3D-DIC)技术测量试样的边界位移场。针对不同的数据维度条件(0D、0D-T、1D-T、3D-T)计算时空一阶和二阶统计量,以识别和表征不同测试试样中的主导破坏机制。这使我们能够量化局部化现象的时空不确定性。结果表明,在不同维度条件下沿变形过程捕获的不确定性可直接与不同的破坏机制相关联,包括局部化模式,如剪切、压缩和膨胀带的起始和演化。这些时空观测结果显示了试样表面局部不同位移区域之间以及试样剪切过程中不同时间之间的依赖性。这项工作的结果提供了砂中实验证据的边界时空统计数据,为砂的本构行为数值模拟研究的发展奠定了基础。此外,它有助于对不确定性对砂运动学现象力学解释的影响有新的理解。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b8f8/8952195/f5cb01bdb05a/materials-15-02189-g001.jpg

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