Collaborative Research: Imaging and Modeling the Microstructure of Unsaturated Soils for Improved Prediction of Macroscale Response

合作研究：对非饱和土的微观结构进行成像和建模，以改进宏观响应的预测

• 批准号: 1308110
• 负责人: William Likos
• 金额: $ 3.06万
• 依托单位: University of Wisconsin-Madison
• 依托单位国家: 美国
• 项目类别: Standard Grant
• 财政年份: 2012
• 资助国家: 美国
• 起止时间: 2012-08-31 至 2013-05-31
• 项目状态: 已结题
• 来源: https://www.nsf.gov/awardsearch/showAward?AWD_ID=1308110&HistoricalAwards=false
• 关键词: Collaborative; Research; Imaging; Modeling; Microstructure

Unsaturated soils play an essential role in a variety of natural earth processes and engineered earthen systems. The pore water in an unsaturated soil system forms a complex fabric consisting of saturated pockets of water under negative pressure and a network of liquid bridges formed near the particle contact points. Water influences bulk soil behavior by modifying intergranular stress through negative pressure in the saturated pores, and by providing an intergranular bonding force through the liquid bridges. The magnitude and relevance of each mechanism, however, is highly dependent on the pore water fabric, which is readily altered with changes in suction, saturation, wetting direction, external stress, and global or localized deformation. It is evident that changes to unsaturated soil microstructure under mechanical or hydraulic loading will influence macroscopic soil behavior, but the difficulties associated with its characterization have limited development of microstructure-based frameworks for predicting macro soil response.This collaborative project seeks to observe and quantify the multiphase fabric of unsaturated soils by making use of recent advances in non-destructive imaging techniques. Microfocus X-ray computed tomography will be integrated with a series of special loading stages designed to image the microstructure of unsaturated sand specimens under controlled suction and stress conditions and over a wide range of saturation and strain. Images will be analyzed to characterize salient features of the multiphase fabric, including 3D grain orientation, particle contact normals, liquid bridge configurations, and the distribution of liquid- and gas-saturated voids. Tensors describing these features will be quantified and their evolution tracked as specimens are subject to controlled changes in suction, wetting direction, compression, and shear. Grain size, density, anisotropy, suction, confining stress, and strain rate will be treated as experimental variables. Microstructural observations will be integrated into a new constitutive framework for unsaturated soil behavior that explicitly accounts for elements of the solid, liquid, and gas fabric.The research will work to resolve the links between unsaturated soil microstructure and macroscale response, and will implement them through a new constitutive platform for predicting engineering behavior. Observations of fabric evolution with hydraulic and mechanical loading will provide direct evidence to address the bottleneck issues that currently limit our predictive understanding of unsaturated soil behavior, including wetting-drying hysteresis, coupling between suction, saturation and deformation, liquid bridge rupture, dilation, and rate effects. Understanding multiphase interactions in packed particles with wetting fluids is also critical to other scientific fields that deal with physical phenomena such as filtration, drying, pharmaceutical and ceramic agglomeration, and oil recovery. Teaching and diversity will be enhanced through graduate and undergraduate student involvement and educational module development, including activities targeted specifically for women and minorities at the University of Missouri and Washington State University.

非饱和土在各种自然地球过程和工程土系统中起着至关重要的作用。 非饱和土系统中的孔隙水形成了一个复杂的结构，它由负压下的饱和水囊和在颗粒接触点附近形成的液体桥网络组成。 水通过饱和孔隙中的负压改变粒间应力，并通过液桥提供粒间结合力，从而影响土体性状。 然而，每个机制的大小和相关性，是高度依赖于孔隙水织物，这是很容易改变的吸力，饱和度，润湿方向，外部应力，和全球或局部变形的变化。 很明显，在机械或水力荷载作用下，非饱和土微观结构的变化将影响宏观土壤行为，但与其表征的困难限制了基于微观结构的框架预测宏观土壤responses.This合作项目的发展，旨在观察和量化的多相结构的非饱和土利用无损成像技术的最新进展。 微焦点X射线计算机断层扫描将与一系列特殊的加载阶段相结合，这些加载阶段旨在对受控吸力和应力条件下以及宽范围的饱和度和应变范围内的非饱和砂土试样的微观结构进行成像。 图像将进行分析，以表征多相织物的显着特征，包括三维晶粒取向，颗粒接触法线，液体桥配置，以及液体和气体饱和空隙的分布。 描述这些特征的张量将被量化，并跟踪它们的演变，因为试样受到吸力、润湿方向、压缩和剪切的控制变化。 颗粒尺寸、密度、各向异性、吸力、围压和应变率将被视为实验变量。 微观结构观测将被整合到一个新的非饱和土行为的本构框架中，该框架明确考虑了固体、液体和气体结构的元素。该研究将致力于解决非饱和土微观结构和宏观响应之间的联系，并将通过一个新的本构平台来预测工程行为。 观察织物演变与水力和机械负荷将提供直接的证据，以解决瓶颈问题，目前限制我们的预测性理解的非饱和土壤的行为，包括干湿滞后，吸力，饱和度和变形之间的耦合，液桥破裂，膨胀，和率的影响。 了解填充颗粒与润湿流体的多相相互作用对于处理物理现象的其他科学领域也至关重要，例如过滤，干燥，制药和陶瓷团聚以及石油回收。 将通过研究生和本科生的参与和教育模块的开发，包括在密苏里州大学和华盛顿州立大学专门针对妇女和少数民族的活动，加强教学和多样性。