Numerical analysis of the failure process of soil–rock mixtures through computed tomography and PFC3D models

Numerical analysis of the failure process of soil–rock mixtures through computed tomography and PFC3D models

Abstract Soil–rock mixture (SRM) is a unique type of geomaterial characterized by a heterogeneous composition and a complicated structure. It is intractable for the continuum-based soil and rock mechanics theories to accurately characterize and predict the SRM’s mechanical properties. This study rep...

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Bibliographic Details
Main Authors: Yang Ju, Huafei Sun, Mingxu Xing, Xiaofei Wang, Jiangtao Zheng
Format: Article
Language:English
Published: SpringerOpen 2018-01-01
Series:International Journal of Coal Science & Technology
Subjects:
Soil–rock mixture (SRM)
PFC3D model
Three-dimensional structure
Microfocus computed tomography (μCT)
Failure mechanism
Crack growth
Online Access:http://link.springer.com/article/10.1007/s40789-018-0194-5

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http://link.springer.com/article/10.1007/s40789-018-0194-5

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