Numerical simulation for mesoscopic seepage field of soil
based on lattice Boltzmann method at REV scale

SHEN Lin-fang; WANG Zhi-liang; LI Shao-jun

doi:10.16285/j.rsm.2015.S2.098

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Numerical simulation for mesoscopic seepage field of soil based on lattice Boltzmann method at REV scale

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- Numerical simulation for mesoscopic seepage field of soil based on lattice Boltzmann method at REV scale
- Vol. 36, Issue S2, Pages: 689-694(2015)
- 作者机构：
  
  1. 昆明理工大学建筑工程学院,云南,昆明,650500
  2. 中国科学院武汉岩土力学研究所岩土力学与工程国家重点实验室,湖北,武汉,430071
- 作者简介：
- 基金信息：
- DOI：10.16285/j.rsm.2015.S2.098
  CLC： O357.3
- Online First：14 June 2018，
  
  Published：2015
- 稿件说明：
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SHEN Lin-fang, WANG Zhi-liang, LI Shao-jun. Numerical simulation for mesoscopic seepage field of soil based on lattice Boltzmann method at REV scale[J]. 2015, 36(S2): 689-694.
DOI：

SHEN Lin-fang, WANG Zhi-liang, LI Shao-jun. Numerical simulation for mesoscopic seepage field of soil based on lattice Boltzmann method at REV scale[J]. 2015, 36(S2): 689-694. DOI： 10.16285/j.rsm.2015.S2.098.

摘要

为了研究土体的细观渗流特性，假设土体是完全饱和且在渗流过程中水分的流动始终处于层流状态。考虑宏观统计参数（孔隙率、渗透率及有效黏滞系数等）的影响，基于表征体元（REV）尺度的格子博尔兹曼（Boltzmann）方法，建立了压力作用下土体细观渗流的数值模型。采用D2Q9模型考虑水分流动的离散速度分布，宏观边界条件为左右侧面为不透水边界，上下边界设置不同的密度来控制压力边界，在微观边界条件上采用非平衡态外推格式。编制相应的计算程序，将计算区域内的多孔介质材料设置成流体（孔隙率 1.0，渗透率），验证了经典的Poiseuille流。此外，结合算例分别讨论了土体在压力作用下孔隙率、渗透率及渗透压力等影响因素与渗流速度的相互关系，研究表明该数值方法与Darcy定律得到的计算结果较为吻合。因此，基于REV尺度的格子Boltzmann方法可以有效地模拟土体的渗流机制，为进一步研究土体渗流特性提供了一种新的研究手段。

Abstract

In order to study seepage mechanism of soil

there are some basic assumptions

the soil is saturated

and flow is laminar in the process of seepage. Based on lattice Boltzmann method at the representative elementary volume(REV) scale

the mesoscopic seepage numerical model of soil under pressure is established

considering the effects of macroscopic statistical parameters

i.e. porosity

permeability and effective viscosity coefficient. The D2Q9 model is applied for the discrete velocity direction. In the macroscopic boundary condition

it is impermeable in the left and right sides; and it is controlled by pressure in the upper and lower boundaries

which is decided by setting different density. And the non- equilibrium extrapolation scheme is used in the microscopic boundary. The porous media is set to be fluid in the study region by letting 1.0 and

the corresponding program is compiled to verify the Poiseuille flow. Combined with an example

the influence of porosity

permeability and seepage pressure on the seepage velocity driven by pressure is discussed for soil

and the results of this paper are in good agreement with that calculated by Darcy’s law. Therefore

lattice Boltzmann method at the REV scale could effectively simulate the seepage characteristics of soil

and it provides a new research approach for further study of seepage mechanism.

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