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Energy Principles for Monotonic and Cyclic Loading of Cohensionless Soils

无粘性土单调和循环荷载的能量原理

基本信息

批准号：
9304506
负责人：
Balasingam Muhunthan
金额：
$ 8.75万
依托单位：
Washington State University
依托单位国家：
美国
项目类别：
Continuing grant
财政年份：
1993
资助国家：
美国
起止时间：
1993-08-15 至 1997-07-31
项目状态：
已结题

来源：
https://www.nsf.gov/awardsearch/showAward?AWD_ID=9304506&HistoricalAwards=false
关键词：
Energy Principles Monotonic Cyclic Loading

项目摘要

9304506 Muhunthan During an earthquake, the motion of the ground inputs both kinetic and potential energy into a soil mass or structure. The ability of these systems to dissipate this energy when subject to vibration is a key factor in the design of earthquake-resistant systems. Energy principle have traditionally provided methods for the design of earthquake- resistant structures, but for soil dynamics, the approach has been to concentrate on stress-strain based formulations. Thus, this project is motivated to examine the response of soil structures to earthquake loading using energy principles to quantify soil performance up to failure. The objective of this research project is to identify and develop the relationships between relevant energy characteristics in monotonic and cyclic loading leading up to failure and soil liquefaction, and to use the state boundary surface as an energy envelope that provides a unifying link between monotonic and cyclic loading. As part of this development, it is necessary to examine the question of uniqueness of the state boundary surface. The main objectives are: 1. Establish an energy envelope for monotonic soil behavior and its relationship to the state boundary surface. 2. Investigate the hypothesis that liquefaction initiates when the input energy level exceeds the dissipation energy in cyclic loading. 3. Develop a framework to analyze soil failure due to liquefaction, based on energy principles. This is a collaborative research project involving Washington State University and the Georgia Institute of Technology. ***

9304506 Muhunthan在地震中，地面运动将动能和势能输入土体或结构。这些系统在受到振动时耗散这种能量的能力是抗震系统设计中的关键因素。传统上，能量原理为抗震结构的设计提供了方法，但对于土动力学，方法集中于基于应力-应变的公式。因此，本项目的动机是利用能量原理来研究土壤结构对地震荷载的响应，以量化土壤性能直至失效。本研究项目的目的是确定和发展单调和循环加载导致故障和土壤液化的相关能量特性之间的关系，并使用状态边界面作为能量包络线，提供了一个统一的单调和循环加载之间的联系。作为这一发展的一部分，有必要研究国家边界面的唯一性问题。主要目标是：1.建立单调土壤特性的能量包络及其与状态边界面的关系。 2.研究在循环荷载作用下，当输入能量水平超过耗散能量时液化开始的假设。 3.基于能量原理，开发一个框架来分析液化引起的土壤破坏。这是一个涉及华盛顿州立大学和格鲁吉亚理工学院的合作研究项目。 ***