2014
DOI: 10.1016/j.enggeo.2014.10.003
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Shear failure analysis of a shallow depth unsupported borehole drilled through poorly cemented granular rock

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Cited by 28 publications
(5 citation statements)
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References 42 publications
(46 reference statements)
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“…This is mainly due to the grain size distribution not being changed in the specimens tested. It should be mentioned that the application of different failure criteria, such as Drucker-Prager and Mogi-Coulomb [26], on poorly cemented sands have been investigated in another study [27]. Fig.…”
Section: Mohr-coulomb Strength Parametersmentioning
confidence: 99%
“…This is mainly due to the grain size distribution not being changed in the specimens tested. It should be mentioned that the application of different failure criteria, such as Drucker-Prager and Mogi-Coulomb [26], on poorly cemented sands have been investigated in another study [27]. Fig.…”
Section: Mohr-coulomb Strength Parametersmentioning
confidence: 99%
“…Al-Ajmi and Zimmerman [38] estimated the collapse pressure and fracture pressure of Dunham Dolomite and Solenhofen Limestone with Mohr-Coulomb criterion, Mogi-Coulomb criterion and Drucker-Prager failure criterion and carried out a comparative analysis between the calculation results and experimental data. Hashemi et al [39] also compared the calculation results of the three failure criteria with the results of a self-designed thick-walled hollow cylinder test. According to the above researches, the Mogi-Coulomb criterion proposed by Al-Ajmi and Zimmerman [40] was chosen for the failure of the intact rock matrix, as expressed by Equation 1:…”
Section: Failure Criteriamentioning
confidence: 99%
“…Under the condition of different sealing lengths, Guan-Hua et al [23] analysed various fracturing sealing parameters and, when combined with the Lagrange interpolation method, obtained optimised sealing parameters; Ge et al [24] optimised the ratio of sealing materials under the optimum compressive strength and shrinkage, determined the appropriate sealing length, and verified it by field tests. Hashemi et al [25] compared the aforementioned theoretical laboratory test data and studied the ability of hollow cylinder test data to predict the shear failure of a borehole; Erol and François [26] evaluated the performance of various grouting materials, through thermal, hydraulic, and mechanical laboratory characterisation.…”
Section: Introductionmentioning
confidence: 99%