[PDF][PDF] 地基处理技术发展综述
郑刚, 龚晓南, 谢永利, 李广信 - 土木工程学报, 2012 - geochina-cces.cn
文章编号(黑体加粗):1000-7598-(2003) 02―0304―03(编号用Times New Roman) Page 1 第
xx卷第x期 土木工程学报 Vol.xx No.x xxxx年x月 CHINA CIVIL ENGINEERING JOURNAL xxxx …
xx卷第x期 土木工程学报 Vol.xx No.x xxxx年x月 CHINA CIVIL ENGINEERING JOURNAL xxxx …
A review of numerical techniques approaching microstructures of crystalline rocks
Y Zhang, LNY Wong - Computers & geosciences, 2018 - Elsevier
The macro-mechanical behavior of crystalline rocks including strength, deformability and
failure pattern are dominantly influenced by their grain-scale structures. Numerical …
failure pattern are dominantly influenced by their grain-scale structures. Numerical …
A review of grain kernel damage: Mechanisms, modeling, and testing procedures
Highlights Published literature on grain kernel damage during handling is reviewed. Types
and sources of grain kernel damage are discussed. Factors affecting the level of grain kernel …
and sources of grain kernel damage are discussed. Factors affecting the level of grain kernel …
Discrete element method analysis of railtrack ballast degradation during cyclic loading
S Lobo-Guerrero, LE Vallejo - Granular Matter, 2006 - Springer
Ballast materials forming part of railway structures are subjected to cyclic loads. As a result
of these loads, ballast densification, aggregate degradation, and lateral spread of the ballast …
of these loads, ballast densification, aggregate degradation, and lateral spread of the ballast …
Discrete element method for modelling solid and particulate materials
FA Tavarez, ME Plesha - International journal for numerical …, 2007 - Wiley Online Library
The discrete element method (DEM) is developed in this study as a general and robust
technique for unified two-dimensional modelling of the mechanical behaviour of solid and …
technique for unified two-dimensional modelling of the mechanical behaviour of solid and …
Evolution of particle breakage for calcareous sands during ring shear tests
H Wei, T Zhao, J He, Q Meng, X Wang - International Journal of …, 2018 - ascelibrary.org
Ring shear tests were performed in this work to investigate the characteristics of shear band
formation and particle breakage for calcareous sands sampled from the South China Sea …
formation and particle breakage for calcareous sands sampled from the South China Sea …
Representation of real particles for DEM simulation using X-ray tomography
L Wang, JY Park, Y Fu - Construction and Building Materials, 2007 - Elsevier
A flexible pavement structure consists of mainly bonded or unbonded granular materials. In
the simulation of the behavior of these pavement materials, Discrete Element Method (DEM) …
the simulation of the behavior of these pavement materials, Discrete Element Method (DEM) …
The role of self-organization during confined comminution of granular materials
O Ben-Nun, I Einav - … Transactions of the Royal Society A …, 2010 - royalsocietypublishing.org
During confined comminution of granular materials a power-law grain size distribution (gsd)
frequently evolves. We consider this power law as a hint for fractal topology if self-similar …
frequently evolves. We consider this power law as a hint for fractal topology if self-similar …
Analysis of particle corner-breakage effect on pile penetration in coral sand: model tests and DEM simulations
Y Peng, ZY Yin, X Ding - Canadian Geotechnical Journal, 2022 - cdnsciencepub.com
Although particle corner breakage has been proved to be the primary mode of particle
breakage for coral sand, current studies of pile penetration have continued to present the …
breakage for coral sand, current studies of pile penetration have continued to present the …
Research on the particle breakage of rockfill materials during triaxial tests
Y Jia, B Xu, S Chi, B Xiang, Y Zhou - International Journal of …, 2017 - ascelibrary.org
Particle breakage modifies a rockfill structure, influencing its dilatancy, friction angle,
strength, and permeability, as well as generating creep deformation, wetting deformation …
strength, and permeability, as well as generating creep deformation, wetting deformation …