Molecular Dynamics Modeling of a Partially Saturated Clay-Water System
Molecular Dynamics Modeling of a Partially Saturated Clay-Water System
批准号:
1659932
负责人:
Xiaoyu Song
金额:
$7.08万
依托单位:
依托单位国家:
美国
项目类别:
Standard Grant
财政年份:
2017
资助国家:
美国
项目状态:
已结题
起止时间:
2017-05-15 至 2021-04-30
中文摘要
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英文摘要
The goal of this research is to advance the fundamental understanding of interfacial physical properties (i.e., the contact angle and capillary stress) of unsaturated clay-water systems at the molecular scale via extensive computational experiments. Unsaturated clay-water systems play a substantial role in geohazards such as landfill slope failures, desiccation cracking, and contaminant transport in the subsurface, and energy harvesting and storage. Unsaturated clay-water systems are three-phase porous media comprised of plate-like clay particles, water, and air. Among those three phases, the interfacial physical properties (i.e., the contact angle and water meniscus curvature) have a significant impact on the hydro-thermal-mechanical behavior of unsaturated soils. While past research has advanced the understanding of the thermo-hydro-mechanical behavior of unsaturated clays at the continuum scale, the interfacial physical properties at the atomistic scale and their potential impact on the thermo-hydro-mechanical behavior have not yet been thoroughly investigated. This project aims to study the interfacial physical properties of unsaturated clays and their temperature dependence via a full-scale molecular dynamics modeling. The project will provide a fundamental understanding needed to build a physics-based multi-scale computational framework for modeling multi-physical processes in three-phase porous materials that have a broad spectrum of engineering applications in geotechnical and geoenvironmental engineering, petroleum engineering, environmental engineering and science, geophysics, geologic sciences, chemical engineering, and the pharmaceutical industry. The project will allow significant steps toward the recruitment of a talented workforce in science and engineering through the design of new course modules in molecular dynamics modeling, and the involvement of students in computational unsaturated soil mechanics on computer clusters.This research work is focused on the computational investigation of interfacial physical properties of unsaturated clay (i.e., Kaolinite)-water systems via molecular dynamics modeling at temperatures between zero and 99 degrees Celsius. The research tasks involve: (1) modeling an unsaturated clay-water system at different temperatures via the full-scale molecular dynamics modeling on the HiPerGator 2.0, a supercomputer at the University of Florida; (2) quantifying the impact of temperature on the contact angle and water meniscus curvature; and (3) comparing the capillary stress on clay particles obtained by classic macroscopic theory, and molecular dynamics modeling respectively. The research aims to answer the following fundamental questions: (1) how does temperature impact the capillary stress on clay particles? (2) how can the contact angle at the elevated temperature be accurately determined? and (3) does classic macroscopic theory (i.e., the Young-Laplace equation including the line tension) accurately quantify capillary stress on clay particles over a wide temperature range for a general three-dimensional case? The scientific findings can also be utilized to develop and validate the coarse-grained molecular dynamics model for unsaturated clays at a mesoscale (i.e., from nanometer to micrometer). The long-term goal of this line of research is to formulate the bottom-up multi-scale multi-physical computational technique for studying localized and diffusive instabilities and multi-physical processes in unsaturated soils through utilizing the interfacial physical information such as the capillary stress on clay particles obtained directly from the innovative computational experiment (i.e., molecular dynamics simulations).
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Dynamic Localized Failure of Soils via Nonlocal Poromechanics Model: A Case Study of the Lower San Fernando Dam Failure
通过非局部孔隙力学模型进行土壤动态局部破坏:圣费尔南多下游大坝溃决案例研究
DOI:
10.1061/9780784483701.002
发表时间:
2021
期刊:
ASCE Geo-Extreme 2021
影响因子:
--
作者:
[Menon, Shashank, Song, Xiaoyu]
通讯作者:
Song, Xiaoyu
Molecular dynamics modeling of a partially saturated clay‐water system at finite temperature
有限温度下部分饱和粘土-水系统的分子动力学建模
DOI:
10.1002/nag.2944
发表时间:
2019
期刊:
International Journal for Numerical and Analytical Methods in Geomechanics
影响因子:
4
作者:
[Song, Xiaoyu, Wang, Miao‐Chun]
通讯作者:
Wang, Miao‐Chun
Nanoscale soil-water retention mechanism of unsaturated clay via MD and machine learning
基于 MD 和机器学习的非饱和粘土纳米级土壤保水机制
DOI:
10.1016/j.compgeo.2023.105678
发表时间:
2023
期刊:
Computers and Geotechnics
影响因子:
5.3
作者:
[Zhang, Zhe, Song, Xiaoyu]
通讯作者:
Song, Xiaoyu
DOI:
10.1002/nag.3507
发表时间:
2022-09
期刊:
International Journal for Numerical and Analytical Methods in Geomechanics
影响因子:
4
作者:
[Zhe Zhang;Xiaoyu Song]
通讯作者:
Zhe Zhang;Xiaoyu Song
Unguided Cracking in Unsaturated Soils through a Coupled Nonlocal Poromechanics Model
通过耦合非局部孔隙力学模型研究非饱和土的无导向开裂
DOI:
10.1061/9780784484050.032
发表时间:
2022
期刊:
ASCE Geo-Congress 2022
影响因子:
--
作者:
[Menon, Shashank, Song, Xiaoyu]
通讯作者:
Song, Xiaoyu
共 25 条
CAREER: A Non-local Mathematical and Computational Paradigm for Failure in Unsaturated Soils: Integrated Research and Education through High Performance Computing
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批准号:1944009
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项目类别:Standard Grant
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资助金额:$50.0万
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财政年份:2020
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负责人:Xiaoyu Song
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依托单位:
国内基金
海外基金
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项目类别:省市级项目
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批准年份:2023
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