h1

h2

h3

h4

h5
h6
% IMPORTANT: The following is UTF-8 encoded.  This means that in the presence
% of non-ASCII characters, it will not work with BibTeX 0.99 or older.
% Instead, you should use an up-to-date BibTeX implementation like “bibtex8” or
% “biber”.

@PHDTHESIS{Li:1026201,
      author       = {Li, Yucheng},
      othercontributors = {Fuentes Gutierrez, Raul and Cabrera, Miguel Angel},
      title        = {{N}umerical and experimental investigations on the
                      influencing factors of dry granular materials collapse},
      school       = {Rheinisch-Westfälische Technische Hochschule Aachen},
      type         = {Dissertation},
      address      = {Aachen},
      publisher    = {RWTH Aachen University},
      reportid     = {RWTH-2026-00733},
      pages        = {1 Online-Ressource : Illustrationen},
      year         = {2025},
      note         = {Veröffentlicht auf dem Publikationsserver der RWTH Aachen
                      University 2026; Dissertation, Rheinisch-Westfälische
                      Technische Hochschule Aachen, 2025},
      abstract     = {Granular materials are widely encountered in both nature
                      and industry, significantly impacting our daily lives.
                      Although substantial progress has been made in experimental
                      and theoretical studies over the past two decades, several
                      influencing factors remain insufficiently understood. In
                      this work, we aim to analyse some uncertain factors
                      influencing the granular column collapse phenomenon. First,
                      we investigate the role of basal friction in granular column
                      collapse through a series of numerical simulations using
                      Smoothed Particle Hydrodynamics (SPH). Our study
                      systematically examines the influence of basal friction on
                      the deposit geometry, proposing an expression to predict
                      run-out distance. The numerical results are compared with
                      experimental findings from previous studies. Additionally,
                      we analyse the effects of basal friction on final height,
                      deposit regime transitions, and energy conversion, offering
                      new insights into plate-grain friction mechanism. Second, as
                      space exploration advances, understanding the collapse of
                      granular materials under non-Earth gravity conditions
                      becomes increasingly relevant. We investigate the effects of
                      varying gravity levels on the collapse behaviour of granular
                      columns, using dimensional analysis to assess how different
                      gravity levels influence material behaviour. Two models are
                      proposed to predict collapse time, accounting for
                      gravitational acceleration (g). Our findings suggest that
                      gravity has minimal influence on deposit run-out distance
                      and final height, supported by observations of natural
                      landslides across the Solar System. Moreover, as the aspect
                      ratio increases, both the flow mobility angle (θ) and the
                      modified flow mobility angle (θ') decrease, independent of
                      gravity level. Our small-scale results align with
                      large-scale results across varying gravity levels,
                      indicating that the collapse run-out depends on sample
                      volume and initial potential energy rather than gravity.
                      Third, we address the limitations of previous studies on
                      particle shape, which often were coupled with other
                      non-particle shape factors (such as volume and stiffness) or
                      used unrealistic particle geometries (primarily consisting
                      of convex shapes without concave features). We utilized
                      spherical harmonic (SH) functions and a high-precision 3D
                      printing machine to fabricate ideal particles, isolating
                      particle shape effects on flow dynamics. Subsequently, we
                      designed a laboratory platform to investigate the influence
                      of particle shape on flow dynamic properties. We also input
                      the STL files of particles generated by the SH functions
                      into Discrete Element Method (DEM) software for numerical
                      analysis. Our study explored the effects of particle shape
                      (varying in Df and D2, where Df and D2 are obtained by
                      fitting the results of spherical harmonic descriptors and
                      spherical harmonic degree) on deposit morphology, deposit
                      geometry (run-out distance, final height, and its related
                      scaling laws constants), energy conversion, and interlocking
                      ability during collapse. Additionally, we quantitatively
                      analysed the influence of particle geometric parameters,
                      such as sphericity, particle aspect ratio, convexity, and
                      roundness on deposit run-out distance, final height, and
                      flow mobility. Furthermore, we proposed a model to directly
                      predict run-out distance using particle relative roughness
                      (Rr), derived from Df and D2, which shows strong agreement
                      with numerical results. This is the first attempt to predict
                      run-out distance from a particle shape perspective. Our
                      findings enhance the understanding of dry granular collapse
                      phenomenon and its underlying mechanisms. This research
                      serves as a valuable reference for the application of
                      granular materials in geotechnical and other related
                      fields.},
      cin          = {314310},
      ddc          = {624},
      cid          = {$I:(DE-82)314310_20140620$},
      typ          = {PUB:(DE-HGF)11},
      doi          = {10.18154/RWTH-2026-00733},
      url          = {https://publications.rwth-aachen.de/record/1026201},
}