Results 21 to 30 of about 1,903 (191)

Triaxial strength behaviour of rockmass satisfying Modified Mohr-Coulomb and Generalized Hoek-Brown criteria

open access: yesInternational Journal of Mining Science and Technology, 2018
The triaxial strength of twenty rockmass types was predicted using two non-linear triaxial strength criteria for rockmass i.e. Modified Mohr-Coulomb (MMC) criterion and Generalized Hoek-Brown (GHB) criterion.
Saurav Rukhaiyar   +1 more
doaj   +1 more source

A Macroscopic Strength Criterion for Isotropic Metals Based on the Concept of Fracture Plane

open access: yesMetals, 2019
Although the linear Mohr−Coulomb criterion is frequently applied to predict the failure of brittle materials such as cast iron, it can be used for ductile metals too.
Jiefei Gu, Puhui Chen, Ke Li, Lei Su
doaj   +1 more source

BEHAVIOR OF PILE GROUPS UNDER LATERAL LOADS IN SAND SOIL CONSIDERING MOHR-COULOMB AND MODIFIED MOHR-COULOMB CRITERIONS: COMPARATIVE ANALYSIS [PDF]

open access: yesJournal of Al-Azhar University Engineering Sector, 2021
The behavior of pile groups under lateral loads depends on the soil-structure interaction which is governed by the soil properties and behavior. In the three-dimensional finite element analysis, the prediction of the realistic soil behavior is a complex step in order to capture the realistic pile-soil interaction.
Essam Elgridly   +2 more
openaire   +1 more source

A Study of the Deformation Law of the Surrounding Rock of a Laminated Roadway Based on FLAC3D Secondary Development

open access: yesApplied Sciences, 2023
To investigate and analyze the influence of different stress environments on the deformation and destabilization of the rocks surrounding laminated roadways under high stress, this study conducted numerical simulations of coal–rock combination under ...
Tuo Wang, Jucai Chang, Hongda Wang
doaj   +1 more source

Failure criterion effect on solid production prediction and selection of completion solution

open access: yesJournal of Rock Mechanics and Geotechnical Engineering, 2017
Production of fines together with reservoir fluid is called solid production. It varies from a few grams or less per ton of reservoir fluid posing only minor problems, to catastrophic amount possibly leading to erosion and complete filling of the ...
Dariush Javani   +5 more
doaj   +1 more source

Analytical Model of Wellbore Stability Analysis of Inclined Well Based on the Advantageous Synergy among the Five Strength Criteria

open access: yesGeofluids, 2023
The proper drilling mud density is vital for wellbore stability maintenance, which relies on both stress distribution on the borehole wall and rock strength.
Yufan Shi   +5 more
doaj   +1 more source

Wellbore Breakouts Prediction from Different Rock Failure Criteria

open access: yesJournal of Engineering, 2020
One of the wellbore instability problems in vertical wells are breakouts in Zubair oilfield. Breakouts, if exceeds its critical limits will produce problems such as loss circulation which will add to the non-productive time (NPT) thus increasing loss in ...
Aows Khalid Neeamy, Nada Sabah Selman
doaj   +1 more source

Analysis of plastic zones in surrounding rocks around a circular tunnel considering the effect of intermediate principal stress and heterogeneity [PDF]

open access: yesMATEC Web of Conferences, 2019
Based on a modified Mohr-Coulomb criterion with a non-uniform coefficient, a calculation method of plastic zone boundary of surrounding rocks in a circular tunnel in non-uniform stress field is established.
Deng Shuxin   +5 more
doaj   +1 more source

Centrifugal loading finite element method for slope stability under damage-seepage coupling effect

open access: yesYantu gongcheng xuebao, 2019
An elasto-plastic damage seepage coupling model for rock based on the Mohr-Coulomb criterion is established to analyze slope stability. The stress return method in the principal stress space is given for the Mohr-Coulomb criterion under damage effect to ...
XU Meng-fei 1, JIANG An-nan 1, DUAN Long-mei 2, JIAO Ming-wei 2, HU Xue-feng 2
doaj   +1 more source

Study on fracture parameter calibration and failure characteristics of rock with hole and crack

open access: yesDeep Underground Science and Engineering, EarlyView.
The SIF and plastic zone equations for a single hole and crack have been derived. The model's failure state leads to the identification of four types of cracks. The plastic zone increases with increased brittleness and decreased crack length. Abstract Cracks within the surrounding rock of roadways significantly affect their stability and failure ...
Shaochi Peng, Wensong Wang
wiley   +1 more source

Home - About - Disclaimer - Privacy