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hcczju committed Jun 17, 2023
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18 changes: 17 additions & 1 deletion body/ref.bib
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Expand Up @@ -22,4 +22,20 @@ @www{zjugradthesisrules
author = {浙江大学研究生院},
year = {2008},
url = {http://grs.zju.edu.cn/redir.php?catalog_id=10038&object_id=12877},
}
}
@article{liu_coupled_2020,
title = {A coupled {CFD}‐{DEM} investigation of suffusion of gap graded soil: Coupling effect of confining pressure and fines content},
volume = {44},
issn = {0363-9061, 1096-9853},
doi = {10.1002/nag.3151},
shorttitle = {A coupled {CFD}‐{DEM} investigation of suffusion of gap graded soil},
abstract = {Suffusion involves fine particles migration within the matrix of coarse fraction under seepage flow, which usually occurs in the gap-graded material of dams and levees. Key factors controlling the soil erodibility include confining pressure (p′) and fines content (Fc), of which the coupling effect on suffusion still remains contradictory, as concluded from different studies considering narrow scope of these factors. For this reason, a systematical numerical simulation that considers a relative wide range of p′ and Fc was performed with the coupled discrete element method and computational fluid dynamics approach. Two distinct macroresponses of soil suffusion to p′ were revealed, ie, for a given hydraulic gradient i = 2, an increase in p′ intensifies the suffusion of soil with fines overfilling the voids (eg, Fc = 35\%), but have negligible effects on the suffusion of gap-graded soil containing fines underfilling the voids (eg, Fc = 20\%). The micromechanical analyses, including force chain buckling and strain energy release, reveal that when the fines overfilled the voids between coarse particles (eg, Fc = 35\%) and participated heavily in load-bearing, the erosion of fines under high i could cause the collapse of the original force transmission structure. The release of higher strain energy within samples under higher p′ accelerated particle movement and intensified suffusion. Conversely, in the case where the fines underfilled the voids between coarse particles (eg, Fc = 20\%), the selective erosion of fines had little influence on the force network. High p′ in this case prevented suffusion.},
pages = {2473--2500},
number = {18},
journaltitle = {International Journal for Numerical and Analytical Methods in Geomechanics},
shortjournal = {Int J Numer Anal Methods Geomech.},
author = {Liu, Yajing and Wang, Lizhong and Hong, Yi and Zhao, Jidong and Yin, Zhen‐Yu},
date = {2020-12},
langid = {english},
file = {Liu 等 - 2020 - A coupled CFD‐DEM investigation of suffusion of ga.pdf:E\:\\ZOTERO\\storage\\DNQYMY7C\\Liu 等 - 2020 - A coupled CFD‐DEM investigation of suffusion of ga.pdf:application/pdf},
}
5 changes: 5 additions & 0 deletions body/undergraduate/final/1-introduction.tex
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Expand Up @@ -4,4 +4,9 @@ \section{绪论}
你好,这是一个很不错的问题
\subsection{背景}

\begin{equation}
\mathbb{RQC}\cong F_1
\end{equation}

大师看见了好看极了\cite{liu_coupled_2020}
\subsubsection{节标题}
4 changes: 4 additions & 0 deletions body/undergraduate/final/abstract.tex
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Expand Up @@ -3,8 +3,12 @@
\bfseries \zihao{3} 摘~要
\end{center}

\zhlipsum[2-3] % Can be specified as a-b

\cleardoublepage{}
\begin{center}
\bfseries \zihao{3} Abstract
\end{center}

\lipsum[1]
\lipsum[2]
4 changes: 3 additions & 1 deletion config/packages.tex
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Expand Up @@ -14,7 +14,7 @@
\usepackage[
style=gb7714-2015,
% gbpub=false, % Uncomment if you do NOT want '[S.l. : s.n.]' in reference entries, GitHub Issue (#47)
% gbnamefmt=lowercase, % Uncomment if you do NOT want uppercase author names in reference entries, GitHub Issue (#23)
gbnamefmt=lowercase, % Uncomment if you do NOT want uppercase author names in reference entries, GitHub Issue (#23)
]{biblatex}
\usepackage{siunitx}
\usepackage{caption}
Expand All @@ -32,3 +32,5 @@
\usepackage{booktabs}
\usepackage[chapter]{algorithm}
\usepackage{algorithmic}
\usepackage{lipsum}
\usepackage{zhlipsum}
10 changes: 5 additions & 5 deletions zjuthesis.tex
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Expand Up @@ -20,12 +20,12 @@
TwoSide = true, % set to false if don't need empty pages
% Thesis Info
StudentName = 韩成诚,
StudentID = 3190100221,
StudentID = 3190100281,
AdvisorName = 于洋,
Grade = 2023, % only the year, no '级'
Major = 港口航道与海岸工程,
Department = 海洋学院,
SubmitDate = 递交日期,
SubmitDate = 2023年6月17日,
MajorFormat = general,
Degree = undergraduate, % 'undergraduate' or 'graduate'
Type = thesis, % 'thesis' or 'design'
Expand All @@ -42,12 +42,12 @@
ListOfTables = true,
ListOfAlgorithms= false,
% Title
Title = 毕业论文/设计题目,
Title = 内部侵蚀影响规律研究,
TitleEng = {{Graduation Thesis Title}}
]{zjuthesis}

%% Uncomment the following lines if you need multi line titles on cover pages
% \titletwolines{毕业论文题目第一行}{毕业论文题目第二行}
% Uncomment the following lines if you need multi line titles on cover pages
%\titletwolines{应力状态对宽级配土体}{内部侵蚀影响规律研究}
% \titleengtwolines{English Title Line One}{English Title Line Two}

%% Uncomment the following lines if you need multi line department names on cover pages
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