Toward Model-Based Simulation of Earthquake-Induced Soil Liquefaction Effects

基于模型的地震引起的土壤液化效应模拟

• 批准号: 0084591
• 负责人: Mourad Zeghal
• 金额: $ 14.87万
• 依托单位: Rensselaer Polytechnic Institute
• 依托单位国家: 美国
• 项目类别: Standard Grant
• 财政年份: 2000
• 资助国家: 美国
• 起止时间: 2000-09-15 至 2002-11-30
• 项目状态: 已结题
• 来源: https://www.nsf.gov/awardsearch/showAward?AWD_ID=0084591&HistoricalAwards=false
• 关键词: Toward; Model; Based; Simulation; Earthquake

A new framework will be developed for reliable computational simulations of earthquake-induced soil liquefaction effects on soil and soil-structure systems. This is an important problem of great economic implications, which remains largely unsolved due to its complexity. Water-saturated sands and other soils that liquefy are characterized by particle interactions at their contacts as well as with pore water and with structural surfaces. The pore water changes in pressure and moves within the soil mass and out of it during and after earthquake shaking. When the sand liquefies the particles separate and the physics change. Other changes of physics include the formation of water interlayers at soil and soil-structure boundaries, instances of nonlaminar flow, and formation of shear bands, separation and other localized phenomena in the soil and at soil-structure boundaries. In the current state-of-the-art, typically homogenized constitutive relations are used in a Biot-type phase-coupled formulation. The proposed new simulation framework will be multiphysics, multiscale and adaptive, with two coupled scales used for the soil. One of these scales will remain homogenized, while the second scale will explicitly consider the particle scale in the critical regions, such as shear bands and boundary layers. The investigation will include strong experimental, mathematical and computational components, linked by a systematic use of system identification techniques, adaptive analysis techniques, and feedback loops as well as comparative visualizations of computational and physical simulations, and synthesized within a general framework. Both mathematical and computational components will include micromechanical studies needed for both homogenized and micro-scale model development and simulation, including treatment of pore water and its interaction with the soil particles. This study will initiate the development of an operational adaptive multiscale multiphysics computational simulation framework based on first principles for the study of earthquake-induced soil liquefaction and its effects.

一个新的框架将开发可靠的计算模拟地震引起的土壤液化对土壤和土壤结构系统的影响。这是一个具有重大经济影响的重要问题，由于其复杂性，在很大程度上仍未解决。水饱和砂和其他土壤的特点是颗粒相互作用，在其接触以及与孔隙水和结构表面。在地震过程中和地震后，孔隙水的压力发生变化，并在土体内部和外部移动。当沙子液化时，颗粒就会分离，物理性质就会发生变化。其他物理变化包括在土壤和土壤-结构边界处形成水夹层、非层流的情况、以及在土壤和土壤-结构边界处形成剪切带、分离和其他局部现象。在目前的最先进的，通常均匀化的本构关系中使用的生物型相位耦合配方。提出的新的模拟框架将是多物理场，多尺度和自适应的，两个耦合尺度用于土壤。其中一个尺度将保持均匀化，而第二个尺度将明确考虑关键区域（如剪切带和边界层）中的颗粒尺度。调查将包括强大的实验，数学和计算组件，通过系统使用系统识别技术，自适应分析技术和反馈回路以及计算和物理模拟的比较可视化，并在一个通用框架内合成。数学和计算部分将包括均质化和微尺度模型开发和模拟所需的微观力学研究，包括孔隙水的处理及其与土壤颗粒的相互作用。这项研究将启动一个业务的自适应多尺度多物理场计算模拟框架的基础上，地震引起的土壤液化及其影响的研究的第一原则的发展。