A Fundamental Study on Suction and Hysteresis of Soil-Water Characteristic Relation of Cohesive Soil

粘性土吸力和土水特性关系的基础研究

• 批准号: 1030570
• 负责人: Annalingam Anandarajah
• 金额: $ 30.48万
• 依托单位: Johns Hopkins University
• 依托单位国家: 美国
• 项目类别: Standard Grant
• 财政年份: 2010
• 资助国家: 美国
• 起止时间: 2010-08-01 至 2013-07-31
• 项目状态: 已结题
• 来源: https://www.nsf.gov/awardsearch/showAward?AWD_ID=1030570&HistoricalAwards=false
• 关键词: Fundamental; Study; Suction; Hysteresis; Soil

This grant provides funding for fundamental study on the capillary effects in a volume of partially saturated clayey soils. Specifically, the magnitude and molecular sources of soil suction, and curvature and contact angles of air-water capillary meniscus between clay particles are of interest. The studies on these topics will provide answers to outstanding fundamental questions concerning the sources of very high suction in clayey soils (as high as 100 times the atmospheric pressure) and the sources of hysteresis of soil-water characteristic relation. The study will be conducted with the aid of numerical and experimental methods. In regard to the numerical methods, a particle-based modeling technique known as the discrete element method and an atom-based modeling technique known as the molecular dynamics will be used. Concerning the experimental methods, the pressure-plate suction testing method, Fourier Transform Infrared spectroscopic method and Environmental Scanning Electron Microscopic method will be employed. The numerical studies are computationally intensive. The difficulty of obtaining unlimited and readily-available computational power has hindered such computationally intensive studies in the past. The recent developments in the use of Graphic Processing Units (GPUs) for computational purposes make possible having teraflop-computational power (basically a parallel supercomputer) right on an office workstation at an affordable price. The confluence of the above recent developments (the advancements in discrete element modeling, molecular dynamics and GPU-based computing) provides an opportunity for tackling the challenging fundamental research of interest in this study.If successful, the study will lead to fundamental scientific knowledge and methodologies needed for designing geotechnical structures involving unsaturated fine-grained soils. For example, the study will lead to rational methods for controlling landslides occurring on partially saturated mountainous slopes triggered by torrential rain and/or earthquakes.

这笔赠款为部分饱和粘性土中毛细效应的基础研究提供资金。具体而言，土壤吸力的大小和分子来源，以及粘土颗粒之间的空气-水毛细管弯月面的曲率和接触角是感兴趣的。对这些问题的研究将回答有关粘性土中非常高的吸力（高达大气压力的100倍）的来源和土-水特征关系滞后的来源的突出的基本问题。研究将借助数值和实验方法进行。关于数值方法，将使用被称为离散元件方法的基于粒子的建模技术和被称为分子动力学的基于原子的建模技术。在实验方法上，将采用压力板吸力测试法、傅立叶变换红外光谱法和环境扫描电镜法。数值研究是计算密集型的。在过去，难以获得无限和随时可用的计算能力阻碍了这种计算密集型的研究。图形处理单元（GPU）用于计算目的的最新发展使得在办公室工作站上以合理的价格拥有万亿次计算能力（基本上是并行超级计算机）成为可能。上述最新发展（离散元建模、分子动力学和基于GPU的计算的进步）的汇合为解决本研究中感兴趣的具有挑战性的基础研究提供了机会。如果成功，本研究将导致涉及非饱和细粒土的岩土结构设计所需的基础科学知识和方法。例如，这项研究将导致合理的方法来控制暴雨和/或地震引发的部分饱和山坡上发生的滑坡。