Failure mechanisms of energy redistribution in excavation roadways: experimental and numerical investigation. [PDF]
Peng Y +5 more
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Measuring the cyclic compressional behaviour of soil under constrained lateral deformations. [PDF]
Hussain R, Kamai R.
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Complex Fracture Propagation Behavior in Volcanic Rocks: An Experimental Study. [PDF]
Ci J +5 more
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Elastoplastic analysis on deformation and failure characteristics of surrounding rock of soft-coal roadway based on true triaxial loading and unloading tests. [PDF]
Jiang C, Wang L, Guo J, Wang S.
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Damage constitutive model and experimental study of deep coal rock under thermal-hydro-mechanical coupling. [PDF]
Lv K +7 more
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Study on the Mechanical Properties of Optimal Water-Containing Basalt Fiber-Reinforced Concrete Under Triaxial Stress Conditions. [PDF]
Liu K +7 more
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True Triaxial Testing of Anisotropic Solids
56th U.S. Rock Mechanics/Geomechanics Symposium, 2022ABSTRACT: Accurate determination of rock mechanical properties (particularly sedimentary shales, mica and schists with foliation and bedding planes) is critical to the safe design and excavation of underground mines and tunnels.
X. Zhu, M. Serati, E. Mutaz, Z. Chen
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Development of a True Triaxial Testing Apparatus
Geotechnical Testing Journal, 1992Abstract A stress-controlled, flexible boundary, true (or cubical) triaxial apparatus has been developed to investigate the behavior of cemented sand under various stress paths which are not achievable using conventional axisymmetric triaxial apparatus.
KR Reddy, SK Saxena, JS Budiman
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DEM simulations of sandstone under true triaxial compressive tests
Acta Geotechnica, 2016Numerically simulated true triaxial compression tests (σ 1 ≥ σ 2 ≥ σ 3) are conducted in this study to elucidate the failure mechanism of sandstone using 3D discrete element method (DEM), in particular the effect of the intermediate principal stress (σ 2 ...
K. Duan, C. Y. Kwok, X. Ma
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Endochronic Modeling of Sand in True Triaxial Test
Journal of Engineering Mechanics, 1985The endochronic constitutive equation is written in differential form, which is then used to describe the deviatoric behavior of drained sand in true triaxial test. Explicit equations have been derived. The modified concept of intrinsic time is applied so that no built‐in discontinuities exist in the constitutive equation. Triaxial compression test (TC)
Han C. Wu +2 more
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