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Influence of the Intermediate Principal Stress on Sandstone Failure

Rock Mechanics and Rock Engineering, 2019
This paper reports the results of fracture testing of sandstone under constant minor principal stress (20 MPa) and various intermediate principal stresses. The results show that when the minor principal stress is constant, as the intermediate principal stress increases, the ratio of the octahedral shear stress (τoct) to the octahedral normal stress ...
Zhenlong Song   +5 more
openaire   +1 more source

Effects of intermediate principal stress on rock cavity stability

Journal of Central South University of Technology, 2007
The linear Mohr-Coulomb and nonlinear Hoek-Brown failure criteria, which neglect the effects of intermediate principal stress, are widely used in soil and rock engineering. However, much experimental data shows that the failure envelope relates to the intermediate principal stress.
Xiao-li Yang, Jin-feng Zou, Zhi-rong Sui
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Effect of Intermediate Principal Stress on Overconsolidated Kaolin Clay

Journal of Geotechnical and Geoenvironmental Engineering, 2004
The influence of intermediate principal stress on the mechanical behavior of overconsolidated kaolin clay is investigated using three-dimensional true triaxial testing on cubical specimens. A flexible boundary, true triaxial setup with a real-time feedback control system was used to test soil specimens under stress and strain-control modes.
Amit Prashant, Dayakar Penumadu
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Influences of principal stress direction and intermediate principal stress on the stress–strain–strength behaviour of completely decomposed granite

Canadian Geotechnical Journal, 2010
The measurement and study of the stress–strain–strength behaviour of soils in general stress states involving the change of magnitudes and direction of the principal stresses are necessary and important. To investigate the strength behaviour under such conditions, consolidated undrained tests on remoulded hollow cylinder specimens of completely ...
Md. Kumruzzaman, Jian-Hua Yin
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Effect of intermediate principal stress on flat-ended punch problems

Archive of Applied Mechanics, 2013
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Ma, ZongYuan   +2 more
openaire   +1 more source

Influence of Intermediate Principal Stress Effect on Flat Punch Problems

Key Engineering Materials, 2013
Using the finite difference code FLAC3D (Fast Lagrangian Analysis of Continua in 3 Dimensions) and UST (Unified Strength Theory), the influence of the intermediate principal stress effect on the problems of flat punch are analyzed in this paper. The values of the ultimate bearing capacity resulting from numerical analyses and the analytical solution of ...
Zong Yuan Ma   +2 more
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Effects of intermediate principal stress on tensile strength of rocks

International Journal of Fracture, 2013
The objective of this study is to experimentally determine the effects of intermediate principal stresses on the tensile strength of rocks. The results are used to assess the predictive capability of the Coulomb criterion when one or more principal stresses are in tension. Four rock types have been tested.
D. Phueakphum, K. Fuenkajorn, C. Walsri
openaire   +1 more source

Influence of initial state and intermediate principal stress on undrained behavior of soft clay during pure principal stress rotation

Acta Geotechnica, 2018
It is important to be fully aware of the dynamic characteristics of saturated soft clays under complex loading conditions in practice. In this paper, a series of undrained tests for soft clay consolidated with different initial major principal stress direction ξ were conducted by a hollow cylinder apparatus (HCA).
Yuke Wang   +5 more
openaire   +1 more source

Influence of intermediate principal stress on the fault strength

Physics of Fluids
Earthquake risk assessment of fault often overlooks the influence of intermediate principal stress (σ2) on fault. However, recent studies have shown that σ2 can alter the internal friction angle, which in turn affects the friction coefficient and strength of rock.
Qinming Liang   +8 more
openaire   +1 more source

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