Structural Damage Evolution of Mesoscale Representative Elementary Areas of Mudstones
Open Access
Abstract
The mechanical behavior of mudstones is significantly affected by their mesostructure. This study investigates the damage evolution of red mudstone mesostructures under uniaxial compression through U-Net image segmentation, mesoscopic representative elementary area (mREA), meso-element equivalent method, and linearly superimposed model. Results show that the mREAs can be simplified as a binary structure comprising nonclayey minerals and a porous matrix. The inclusion-matrix interfaces constituted by the dominant inclusions, such as large inclusions and a series of inclusions with specific arrangements, are the weakest regions at the postpeak stage. The shear failure of these interfaces leads to general shear failure with a penetrating principal fracture or local shear with several nonpenetrating local fractures in the mREAs. The damage evolution and failure mode are sensitive to the inclusion geometric features, e.g., inclination, grain size, and spacing. However, the uniaxial compressive strength (UCS) is mainly determined by the included angle between the dominant inclusion inclination and the loading direction. With consistent composition, an increase in the included angle from 0 to 90° results in an increase in the UCS of the muddy facies and a decrease in the sandy facies, with the UCS of the sandy facies being more sensitive to changes in the included angle. Our findings indicate that the structural failure of red mudstones from mesoscopic to macroscopic is driven by the accumulation and expansion of shear failure at multiple scales due to the presence of hard–soft interfaces. This study enhances our understanding of the structural failure mechanism of mudstones and serves as a practical reference for the mesomechanical testing of clay rocks.Keywords
Funding Information
- 2020 Tianfu Technology Elite Project (2020cxyb011, 2021YFSY0307, 2021YFSY0006, 52078442, 52178357)
- Southwest Petroleum University (2020cxyb011, 2021YFSY0307, 2021YFSY0006, 52078442, 52178357)
- Sichuan Science and Technology Program (2020cxyb011, 2021YFSY0307, 2021YFSY0006, 52078442, 52178357)
- National Natural Science Foundation of China (2020cxyb011, 2021YFSY0307, 2021YFSY0006, 52078442, 52178357)
This publication has 41 references indexed in Scilit:
- The Mechanisms of Deformation and Damage of Mudstones: A Micro-scale Study Combining ESEM and DICRock Mechanics and Rock Engineering, 2014
- A meso-scale analysis method for the simulation of nonlinear damage and failure behavior of reinforced concrete membersInternational Journal of Damage Mechanics, 2012
- BIB-SEM study of the pore space morphology in early mature Posidonia Shale from the Hils area, GermanyInternational Journal of Coal Geology, 2012
- A micro–macro model for clayey rocks with a plastic compressible porous matrixInternational Journal of Plasticity, 2012
- Meso-element equivalent method for the simulation of macro mechanical properties of concreteInternational Journal of Damage Mechanics, 2012
- Simulating stress corrosion with a bonded-particle model for rockInternational Journal of Rock Mechanics and Mining Sciences, 2007
- Determination of the size of the representative volume element for random composites: statistical and numerical approachInternational Journal of Solids and Structures, 2003
- A Continuous Damage Mechanics Model for Ductile FractureJournal of Engineering Materials and Technology, 1985
- Statistical aspects of the continuous damage theoryInternational Journal of Solids and Structures, 1982
- General Theory of Three-Dimensional ConsolidationJournal of Applied Physics, 1941