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The Generalized Mohr-Coulomb Failure Criterion

open access: yesApplied Sciences, 2023
With the construction of supertall buildings such as high earth dams, the linear envelope of the Mohr-Coulomb (M-C) failure criterion fitted to lower confined pressure would significantly underestimate the loading capacity of foundations, causing a huge ...
Dongshuai Tian, Hong Zheng
doaj   +4 more sources

Elastoplastic Integration Method of Mohr-Coulomb Criterion

open access: yesGeotechnics, 2022
A new method for implicit integration of the Mohr-Coulomb non-smooth multisurface plasticity models is presented, and Koiter’s requirements are incorporated exactly within the proposed algorithm.
Tan Zhang   +3 more
doaj   +2 more sources

Range estimation of horizontal stress of deep rock based on Mohr-Coulomb criterion

open access: yesResults in Physics, 2019
In-situ stress estimation is of great significance in deep coal mining. The vertical stress of the underground rock mass is generally estimated by the product of the upper cover average specific gravity and its depth, and it is difficult to estimate the ...
Fei Wu   +6 more
doaj   +3 more sources

Temperature Dependency of Modified Mohr–Coulomb Criterion Parameters for Advanced High Strength Dual-Phase Steel DP780

open access: yesMetals
The Modified Mohr–Coulomb criterion has been demonstrated to exhibit high accuracy in the prediction of fracture in high-strength steels. Taking DP780 as the research object, the undetermined parameters of the Modified Mohr–Coulomb criterion at different
Yukuan Li   +4 more
doaj   +3 more sources

A non-stationary earthquake probability assessment with the Mohr–Coulomb failure criterion [PDF]

open access: yesNatural Hazards and Earth System Sciences, 2015
From theory to experience, earthquake probability associated with an active fault should be gradually increasing with time since the last event. In this paper, a new non-stationary earthquake assessment motivated/derived from the Mohr–Coulomb failure ...
J. P. Wang, Y. Xu
doaj   +5 more sources

Justification of fracture criteria for salt rocks

open access: yesFracture and Structural Integrity, 2022
The study of salt rocks deformation and fracture processes is an essential part of mining parameters justification for mineral salt deposits. The results of uniaxial compression tests on large salt rock specimens are presented as a loading curve and ...
Alexander Baryakh, Andrey Tsayukov
doaj   +5 more sources

Stress-dependent instantaneous cohesion and friction angle for the Mohr–Coulomb criterion

open access: yesInternational Journal of Mechanical Sciences
The strength criterion of rock is essential for stability control and safety design of geotechnical engineering constructions. Due to its widespread adoption, the Mohr–Coulomb (M-C) criterion is prominent among strength criteria. However, the M-C criterion is constrained by three significant limitations: it fails to capture the nonlinear strength ...
Hao Li, Tinhinane Chekai, Zhenjiang You
exaly   +5 more sources

An Extension Strain Type Mohr–Coulomb Criterion [PDF]

open access: yesRock Mechanics and Rock Engineering, 2021
AbstractExtension fractures are typical for the deformation under low or no confining pressure. They can be explained by a phenomenological extension strain failure criterion. In the past, a simple empirical criterion for fracture initiation in brittle rock has been developed.
Staat, Manfred   +1 more
openaire   +3 more sources

Application of the Modified Mohr–Coulomb Yield Criterion in Seismic Numerical Simulation of Tunnels

open access: yesShock and Vibration, 2021
To solve the classical problem that the Mohr–Coulomb yield criterion overestimates the tensile properties of geotechnical materials, a modified Mohr–Coulomb yield criterion that includes both maximum tensile stress theory and smooth processing was ...
Chuan-Yi Sui   +3 more
doaj   +1 more source

Mohr–Coulomb Failure Criterion [PDF]

open access: yesRock Mechanics and Rock Engineering, 2012
List of Symbols a (m 1)/(m ? 1) b 1/(m ? 1) c Cohesion C0 Uniaxial compressive strength m (1 ? sin /)/(1 sin /) S0 Inherent shear strength (cohesion) T Uniaxial tensile strength T0 Theoretical MC uniaxial tensile strength / Angle of internal friction l = tan / Coefficient of internal friction r Normal stress on plane s Shear stress on plane r1, r2, r3 ...
Labuz, J., Zang, A.
openaire   +4 more sources

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