Discrete Element Modelling of Kinematics of Void Collapse

虚空塌陷运动学的离散元建模

基本信息

  • 批准号:
    EP/D055989/1
  • 负责人:
  • 金额:
    $ 13.89万
  • 依托单位:
  • 依托单位国家:
    英国
  • 项目类别:
    Research Grant
  • 财政年份:
    2006
  • 资助国家:
    英国
  • 起止时间:
    2006 至 无数据
  • 项目状态:
    已结题

项目摘要

Soil is a complex material comprising solid particles and voids. When a soil is compressed one-dimensionally (i.e. in a piston), the permanent deformation of the soil is such that the reduction in volume of voids is related to the macroscopic stress applied (force divided by the area of the piston). There are various proposed relationships between the void volume and stress, some with theoretical justification, but as yet there has been no experimental proof of what the relationship should be (e.g. whether void volume should be a power function of stress, a logarithmic function of stress, or some other function). The discrete element method makes this possible, as a soil particle can be modelled as a ball, a clumped group of balls, or a group of bonded balls which can then fracture. The contact forces between the particles are related to their relative displacements. These forces are used via Newton's 2nd law to calculate accelerations, which are integrated twice to give displacements and hence new contact forces. By allowing only a single particle to fracture at a time (by making all others uncrushable, with high bond strengths for example), it will be possible to investigate the reduction in void space which occurs when a single particle breaks, and relate it to the size of that particle, the sizes of the fragments, the sizes of other particles present, and stress level. This will enable engineers to know what the correct relationship between void volume and stress is, and why.
土壤是一种由固体颗粒和空隙组成的复杂材料。当土壤被一维压缩时(即在活塞中),土壤的永久变形使得空洞体积的减少与施加的宏观应力(力除以活塞的面积)有关。在空洞体积和应力之间有各种提出的关系,其中一些有理论上的证明,但还没有实验证明这种关系应该是什么(例如,空洞体积应该是应力的幂函数、应力的对数函数还是其他函数)。离散元方法实现了这一点,因为土壤颗粒可以建模为球、一团块的球或一组粘结的球,然后这些球可能会破裂。颗粒间的接触力与颗粒的相对位移有关。这些力通过牛顿第二定律被用来计算加速度,这些加速度被两次积分得到位移,从而得到新的接触力。通过一次只允许一个粒子破裂(例如,使所有其他粒子都不可粉碎,具有高结合强度),就有可能研究当单个粒子破裂时,空隙空间的减少,并将其与该粒子的大小、碎片的大小、存在的其他粒子的大小和应力水平联系起来。这将使工程师知道空洞体积和应力之间的正确关系是什么,以及为什么。

项目成果

期刊论文数量(4)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
The importance of coordination number in using agglomerates to simulate crushable particles in the discrete element method
  • DOI:
    10.1680/geot.2007.57.8.701
  • 发表时间:
    2007-10
  • 期刊:
  • 影响因子:
    5.8
  • 作者:
    W. Lim;G. McDowell
  • 通讯作者:
    W. Lim;G. McDowell
A limit analysis of the kinematics of void collapse using the discrete element method
  • DOI:
    10.1080/17486020701790904
  • 发表时间:
    2008-02
  • 期刊:
  • 影响因子:
    0
  • 作者:
    W. Lim;G. McDowell
  • 通讯作者:
    W. Lim;G. McDowell
The influence of co-ordination number on agglomerate strength.
配位数对团聚强度的影响。
  • DOI:
  • 发表时间:
    2007
  • 期刊:
  • 影响因子:
    0
  • 作者:
    W Lim
  • 通讯作者:
    W Lim
Discrete element modelling of kinematics of void collapse in granular materials
颗粒材料中空隙塌陷运动学的离散元建模
  • DOI:
  • 发表时间:
    2008
  • 期刊:
  • 影响因子:
    0
  • 作者:
    W Lim
  • 通讯作者:
    W Lim
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Glenn McDowell其他文献

Optimizing Ballast Reinforcement: Comparative Analysis of Single and Double-Layer Geogrid Configurations Through Pullout Tests
Micro-mechanical behavior of stone-blowing in ballast maintenance using DEM-CFD coupling method
基于离散元-计算流体动力学耦合方法的道砟养护中吹砟微观力学行为研究
  • DOI:
    10.1016/j.trgeo.2024.101263
  • 发表时间:
    2024-05-01
  • 期刊:
  • 影响因子:
    5.500
  • 作者:
    Cheng Chen;Wenjin Rao;Lei Zhang;Glenn McDowell;Piaoyin Li
  • 通讯作者:
    Piaoyin Li
Numerical study on ballast disturbance and maintenance performance of tamping and stone-blowing
捣固和吹石道床扰动及养护性能的数值研究
  • DOI:
    10.1016/j.conbuildmat.2024.139837
  • 发表时间:
    2025-01-24
  • 期刊:
  • 影响因子:
    8.000
  • 作者:
    Cheng Chen;Piao-yin Li;Glenn McDowell;Lei Zhang;Wen-jin Rao
  • 通讯作者:
    Wen-jin Rao
Discrete element modelling of geogrids with square and triangular apertures
  • DOI:
    https://doi.org/10.12989/gae.2018.16.5.495
  • 发表时间:
    2018
  • 期刊:
  • 影响因子:
    3.2
  • 作者:
    Cheng Chen;Glenn McDowell;Rui Rui
  • 通讯作者:
    Rui Rui

Glenn McDowell的其他文献

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{{ truncateString('Glenn McDowell', 18)}}的其他基金

Discrete element modelling of clay
粘土的离散元建模
  • 批准号:
    EP/S016228/1
  • 财政年份:
    2019
  • 资助金额:
    $ 13.89万
  • 项目类别:
    Research Grant
Discrete Element Modelling of Critical State Soil Mechanics
临界状态土壤力学的离散元建模
  • 批准号:
    EP/L019779/1
  • 财政年份:
    2014
  • 资助金额:
    $ 13.89万
  • 项目类别:
    Research Grant
Copy of Discrete element modelling of geogrid-reinforced railway ballast
土工格栅加固铁路道碴离散元建模复制
  • 批准号:
    EP/E048153/1
  • 财政年份:
    2007
  • 资助金额:
    $ 13.89万
  • 项目类别:
    Research Grant

相似国自然基金

毛竹MLE(mariner-like element)转座酶催化机理研究
  • 批准号:
    LZ19C160001
  • 批准年份:
    2018
  • 资助金额:
    0.0 万元
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Application of discrete element modelling for granular media
颗粒介质离散元建模的应用
  • 批准号:
    551977-2020
  • 财政年份:
    2020
  • 资助金额:
    $ 13.89万
  • 项目类别:
    University Undergraduate Student Research Awards
Discrete element modelling of clay
粘土的离散元建模
  • 批准号:
    EP/S016228/1
  • 财政年份:
    2019
  • 资助金额:
    $ 13.89万
  • 项目类别:
    Research Grant
Accounting for the Influence of Dilative Discontinuity Behaviour in Numerical modelling based on the Hybrid Finite-Discrete Element Method (FEMDEM)
基于混合有限离散元法 (FEMDEM) 的数值建模中考虑膨胀不连续行为的影响
  • 批准号:
    468566-2014
  • 财政年份:
    2016
  • 资助金额:
    $ 13.89万
  • 项目类别:
    Industrial R&D Fellowships (IRDF)
Finite/discrete element modelling approach to hydraulic fracturing simulations
水力压裂模拟的有限/离散元建模方法
  • 批准号:
    507420-2016
  • 财政年份:
    2016
  • 资助金额:
    $ 13.89万
  • 项目类别:
    Connect Grants Level 1
Accounting for the Influence of Dilative Discontinuity Behaviour in Numerical modelling based on the Hybrid Finite-Discrete Element Method (FEMDEM)
基于混合有限离散元法 (FEMDEM) 的数值建模中考虑膨胀不连续行为的影响
  • 批准号:
    468566-2014
  • 财政年份:
    2015
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    $ 13.89万
  • 项目类别:
    Industrial R&D Fellowships (IRDF)
Accounting for the Influence of Dilative Discontinuity Behaviour in Numerical modelling based on the Hybrid Finite-Discrete Element Method (FEMDEM)
基于混合有限离散元法 (FEMDEM) 的数值建模中考虑膨胀不连续行为的影响
  • 批准号:
    468566-2014
  • 财政年份:
    2014
  • 资助金额:
    $ 13.89万
  • 项目类别:
    Industrial R&D Fellowships (IRDF)
Discrete Element Modelling of Critical State Soil Mechanics
临界状态土壤力学的离散元建模
  • 批准号:
    EP/L019779/1
  • 财政年份:
    2014
  • 资助金额:
    $ 13.89万
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    Research Grant
Discrete Element Modelling of Transitional Soils
过渡土的离散元建模
  • 批准号:
    EP/F036973/1
  • 财政年份:
    2008
  • 资助金额:
    $ 13.89万
  • 项目类别:
    Research Grant
Copy of Discrete element modelling of geogrid-reinforced railway ballast
土工格栅加固铁路道碴离散元建模复制
  • 批准号:
    EP/E048153/1
  • 财政年份:
    2007
  • 资助金额:
    $ 13.89万
  • 项目类别:
    Research Grant
Discrete element modelling for oil sand lumps
油砂块的离散元建模
  • 批准号:
    217698-1998
  • 财政年份:
    2001
  • 资助金额:
    $ 13.89万
  • 项目类别:
    Collaborative Research and Development Grants
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