4.7 Article

Experimental and Numerical Study into 3D Crack Growth from a Spherical Pore in Biaxial Compression

Journal

ROCK MECHANICS AND ROCK ENGINEERING
Volume 53, Issue 1, Pages 77-102

Publisher

SPRINGER WIEN
DOI: 10.1007/s00603-019-01899-1

Keywords

Wing crack; Spherical pore; Transparent specimens; Biaxial compression; Intermediate principal stress

Funding

  1. Australian Centre for Geomechanics
  2. Aeris Resources Limited, Tritton Gold Mine, Australia
  3. Agnico Eagle Mines Limited, LaRonde Mine, Canada
  4. AngloGold Ashanti Australia Ltd, Australia
  5. Ernest Henry Mining, Australia
  6. Glencore Sudbury Integrated Nickel Operations, Canada
  7. Gold Fields Australia Pty Ltd, Granny Smith Mine, Australia
  8. Gold Fields Australia Pty Ltd, St Ives and Agnew Mines, Australia
  9. Luossavaara-Kiirunavaara AB (LKAB), Sweden
  10. Newcrest Mining Limited, Cadia Valley Operations, Australia
  11. Northern Star Resources Limited, Australia
  12. Iamgold Corporation, Westwood Mine, Canada
  13. BHP Olympic Dam, Australia
  14. BHP Nickel West, Australia
  15. Minerals Research Institute of Western Australia (MRIWA), Australia
  16. China Scholarship Council (CSC) [201606420043]

Ask authors/readers for more resources

A series of specimens made from transparent casting resin, each with a spherical pore at the centre of specimen were tested in a polyaxial stress state with different stress ratios (sigma x/sigma y\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$ \sigma_{x} /\sigma_{y} $$\end{document}) between the lateral (the intermediate principal stress, sigma x\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$ \sigma_{x} $$\end{document}) and the axial (the major principal stress, sigma y\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$ \sigma_{y} $$\end{document}) loads, and the minor principal stress (sigma z\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$ \sigma_{z} $$\end{document} ) was equal to 0, i.e., biaxial compression. The experimental results revealed the dramatic influence of the intermediate principal stress on the mechanics of 3D crack growth from a spherical pore. In uniaxial compression, the initial spherical pore produces several differently oriented wing cracks which are relatively short, smaller than the pore diameter (referred to as wing crack wrapping). In biaxial compression even with relatively low intermediate principal stress, a large wing crack is formed growing to an extent sufficient to split the specimen. The threshold for the intermediate principal stress separating these two regimes of wing crack growth is found to be 8.5% of the major principal stress. The results obtained from finite element method modelling show that with the intermediate principal stress above this threshold the directions of most of the secondary principal stresses (tensile) along the lateral surface of the initial pore are roughly perpendicular to the intermediate principal compressive stress direction. For the intermediate principal stress below the threshold, the directions of the secondary principal tensile stresses near the lateral surface of the initial pore are distributed in radial directions with respect to the initial pore. Results of numerical modelling also show that when transition is made from spherical pore to oblate pores, this threshold increases.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.7
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

Article Chemistry, Physical

Zeta potential of CO2-rich aqueous solutions in contact with intact sandstone sample at temperatures of 23 °C and 40 °C and pressures up to 10.0 MPa

Miftah Hidayat, Mohammad Sarmadivaleh, Jos Derksen, David Vega-Maza, Stefan Iglauer, Jan Vinogradov

Summary: This study introduces a new methodology for measuring the zeta potential of silica in saturated CO2 solutions and reports the results. It shows that the pH of the solution is the only factor controlling the zeta potential, while temperature, CO2 pressure, and salt type affect the pH values.

JOURNAL OF COLLOID AND INTERFACE SCIENCE (2022)

Review Engineering, Chemical

Toward a Fundamental Understanding of Geological Hydrogen Storage

Adnan Aftab, Aliakbar Hassanpouryouzband, Quan Xie, Laura L. Machuca, Mohammad Sarmadivaleh

Summary: Geological H-2 storage plays a critical role in transitioning to a renewable hydrogen economy and achieving net-zero emissions. However, challenges such as H-2 leakage, microbial consumption, and storage capacity limitations exist.

INDUSTRIAL & ENGINEERING CHEMISTRY RESEARCH (2022)

Article Energy & Fuels

The salinity dependence of electrical conductivity and Archie's cementation exponent in shale formations

Zhiqi Zhong, Reza Rezaee, Matthew Josh, Lionel Esteban, Mohammad Sarmadivaleh

Summary: The study found that clays in shale formations provide additional conduction pathways, but their impact on water saturation is minimal. In contrast to conventional beliefs, it was shown that Archie's cementation exponent m does not monotonically increase with pore water conductivity, indicating that confining pressure and depth are the main causes of the non-Archie phenomenon.

JOURNAL OF PETROLEUM SCIENCE AND ENGINEERING (2022)

Article Energy & Fuels

Supercritical CO2-Shale interaction induced natural fracture closure: Implications for scCO2 hydraulic fracturing in shales

Shoaib Memon, Runhua Feng, Muhammad Ali, Masood Ahmed Bhatti, Ausama Giwelli, Alireza Keshavarz, Quan Xie, Mohammad Sarmadivaleh

Summary: It has been found that the interaction between supercritical CO2 and shale during hydraulic fracturing can alter the petrophysical properties of the rock and result in a reduction of fracture aperture, thereby decreasing the post-fracturing productivity of the rock.
Article Geochemistry & Geophysics

Wettability-dependent wave velocities and attenuation in granular porous media

Jimmy Xuekai Li, Reza Rezaee, Tobias M. Muller, Mahyar Madadi, Rupeng Ma, Mohammad Sarmadivaleh

Summary: Understanding seismic wave propagation in granular porous media is crucial for subsurface characterization. This study investigates the influence of wettability conditions on wave propagation in (partially) saturated granular porous media through laboratory experiments. The results reveal that the presence of liquid bridges in water-wetting conditions reinforces force chains and increases the P-wave velocity, leading to incoherent scattering. In contrast, gas-wetting conditions prevent the formation of liquid bridges, resulting in negligible incoherent scattering.

GEOPHYSICS (2022)

Article Mathematics, Applied

Oscillatory sliding in the presence of asymmetric friction

Rui Xiang Wong, Elena Pasternak, Arcady Dyskin

Summary: Asymmetric friction refers to different magnitudes of friction resisting sliding in opposite directions. It has applications in geotechnical engineering and can be used in material design. Masses with asymmetric friction exhibit three types of oscillations. In cases of high degree of asymmetric friction, the spectra show peaks at both even and odd multiples of the driving frequency.

COMMUNICATIONS IN NONLINEAR SCIENCE AND NUMERICAL SIMULATION (2023)

Article Engineering, Multidisciplinary

Inter-sonic propagation of shear zone as an effect of longitudinal deformation

Arcady Dyskin, Elena Pasternak

Summary: The examples presented in this passage demonstrate situations where the boundaries of frictional sliding or elastic shear propagate at the speed of the p-wave, potentially leading to confusion with instances of intersonic fracture propagation. The mechanism of intersonic sliding/shear zone propagation in these examples is controlled by the longitudinal wave velocity, resulting from the longitudinal elastic deformation of the surrounding material. Two simple models of intersonic sliding/shear zone propagation, involving frictional sliding and shearing of an elastic rod on a shear Winkler foundation, are discussed. The Winkler layer in these models can have either positive stiffness or apparent negative stiffness, with the sliding/shear zone propagating at the longitudinal wave velocity. In the case of negative stiffness, the deformation rapidly increases with time due to the influx of external energy required by the system to realize negative stiffness.

INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE (2023)

Review Green & Sustainable Science & Technology

Digital Twin Applications in 3D Concrete Printing

Yuxin Wang, Farhad Aslani, Arcady Dyskin, Elena Pasternak

Summary: The benefits of 3D concrete printing include reducing construction time and costs, providing design freedom, and being environmentally friendly. Combining this technology with Digital Twin technology can address the challenges and improve quality and sustainability.

SUSTAINABILITY (2023)

Article Mechanics

Effect of partial asymmetric friction on sliding over fractures

Rui Xiang Wong, Elena Pasternak, Arcady Dyskin

Summary: Asymmetric friction arises from material anisotropy and can cause intermittent tension and compression fractures. This study uses a model with multiple blocks to investigate the effects of asymmetric friction driven by harmonic oscillations. It is found that asymmetric friction produces velocity spectra with a frequency falloff of 1/f², distinguishing it from symmetric friction.

ENGINEERING FRACTURE MECHANICS (2023)

Article Environmental Sciences

A Coupled Seepage-Deformation Model for Simulating the Effect of Fracture Seepage on Rock Slope Stability Using the Numerical Manifold Method

Xiaolei Qu, Yunkai Zhang, Youran Chen, Youyang Chen, Chengzhi Qi, Elena Pasternak, Arcady Dyskin

Summary: This study proposes a coupled seepage-deformation model based on the numerical manifold method (NMM) to analyze the flow of groundwater in a fracture network considering the effects of seepage pressure and rock deformation. The global equilibrium equation of the system and the local factor of safety (FoS) of rock fractures are derived based on the principle of minimum energy. The simulation results verify the robustness and effectiveness of the proposed numerical model. Additionally, the method is applied to simulate a rock slope collapse caused by seepage effects, providing insights into the failure process of the slope.

WATER (2023)

No Data Available