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Experimental Study on Physical and Mechanical Characteristics of Rock-Concrete Combined Body Under Complicated Stress Conditions

https://doi.org/10.2139/ssrn.3973738
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27/27 checkable references clean · checked 2026-07-23

Every reference with a DOI in the deposited reference list resolved to a known work in Crossref or DataCite at the dated check, and none carried a retraction, withdrawal, or removal notice.

14 without a DOI — not checked. A reference deposited without a DOI is never matched by title or guessed at; it stays outside the checked set, and this line discloses that.

The 27 checked references that resolve
resolves10.1016/j.engstruct.2018.10.033
Artificial neural networks for the interpretation of piezometric levels at the rock-concrete interface of arch dams
resolves10.1016/j.ijrmms.2012.07.015
The damage mechanism of rock fatigue and its relationship to the fracture toughness of rocks
resolves10.1016/j.enggeo.2016.01.018
Experimental and numerical study of asperity degradation in the direct shear test
resolves10.1016/j.ijfatigue.2012.02.008
Mechanism of rock fatigue damage in terms of fracturing modes
resolves10.1016/j.ijrmms.2008.02.009
Features of compressive failure of brittle materials
resolves10.1016/j.ijrmms.2009.05.006
Stability of concrete retaining structures and their interface with rock foundations
resolves10.1007/s10706-018-00787-9
Experimental Study on Strength and Deformation Characteristics of Rock–Concrete Composite Specimens Under Compressive Condition
resolves10.1016/j.conbuildmat.2019.07.260
Three-dimensional particle model based numerical simulation on multi-level compressive cyclic loading of concrete
resolves10.1007/s00603-010-0091-8
Some Fundamental Issues in Dynamic Compression and Tension Tests of Rocks Using Split Hopkinson Pressure Bar
resolves10.1007/s00603-017-1259-2
Experimental Study of the Shear Strength of Bonded Concrete–Rock Interfaces: Surface Morphology and Scale Effect
resolves10.1016/j.enganabound.2018.08.005
A zero-thickness cohesive element-based numerical manifold method for rock mechanical behavior with micro-Voronoi grains
resolves10.1007/s10064-017-1196-z
Micro/macro physical and mechanical variation of red sandstone subjected to cyclic heating and cooling: an experimental study
resolves10.1016/j.enggeo.2016.08.018
Micro-mechanical modeling of the macro-mechanical response and fracture behavior of rock using the numerical manifold method
resolves10.1016/j.conbuildmat.2018.04.006
Laboratory test on foamed concrete-rock joints in direct shear
resolves10.1016/j.jrmge.2020.05.004
Spatial gradient distributions of thermal shock-induced damage to granite
resolves10.1007/s00603-014-0560-6
Experimental and Numerical Analysis of the Shear Behaviour of Cemented Concrete–Rock Joints
resolves10.1007/s00603-016-1077-y
Effects of Acoustic Emission and Energy Evolution of Rock Specimens Under the Uniaxial Cyclic Loading and Unloading Compression
resolves10.1007/BF01041806
A study of progressive failure of rock under cyclic loading by ultrasonic and AE monitoring techniques
resolves10.1007/BF01239627
Post-failure behavior of a granite and diabase
resolves10.1007/s00603-020-02195-z
Study on the Strength Characteristics of Columnar Jointed Basalt with a True Triaxial Apparatus at the Baihetan Hydropower Station
resolves10.1016/j.conbuildmat.2020.118327
Study of Cerchar abrasive parameters and their relations to intrinsic properties of rocks for construction
resolves10.1007/s00603-020-02224-x
Analysis of Fractured Rock Permeability Evolution Under Unloading Conditions by the Model of Elastoplastic Contact Between Rough Surfaces
resolves10.1016/j.conbuildmat.2010.09.032
Estimation of bond strength envelopes for old-to-new concrete interfaces based on a cylinder splitting test
resolves10.1007/s00603-012-0281-7
Mohr–Coulomb Failure Criterion
resolves10.1007/s00603-020-02245-6
Experimental Study on Hydro-mechanical Behaviour of Anisotropic Columnar Jointed Rock-Like Specimens
resolves10.1007/s00603-020-02299-6
Fracture Evolution and Energy Characteristics During Marble Failure Under Triaxial Fatigue Cyclic and Confining Pressure Unloading (FC-CPU) Conditions
resolves10.1016/S1365-1609(00)00049-6
Applicability of Mohr–Coulomb and Hoek–Brown strength criteria to the dynamic strength of brittle rock
The 14 references without a DOI — listed, not checked
no DOI — not checkedResearch on settlement of immersed tunnel elements under tidal load with consideration of element-soil effect
no DOI — not checkedEffects of active earth pressure on supporting piles under vehicle loads
no DOI — not checkedRock-Concrete Interfacial Crack Propagation under Mixed Mode I-II Fracture
no DOI — not checkedExperimental investigation of the Rock-Concrete bi materials influence of inclined interface on strength and failure behavior
no DOI — not checkedExperimental and numerical analysis of the shear behaviour of cemented concrete-rock joints
no DOI — not checkedA simplified analytical model for predicting the shear behaviour of regular triangular rock/concrete joints under constant normal stiffness
no DOI — not checkedMechanical performances of rock-concrete bi-material disks under diametrical compression
no DOI — not checkedA triaxial creep model for salt rocks based on variable-order fractional derivative
no DOI — not checkedViscoelastic-plastic damage creep model for salt rock based on fractional derivative theory
no DOI — not checkedExperimental research on the nonlinear energy evolution characteristics of granite and sandstone under loading-unloading triaxial compression
no DOI — not checkedExperimental study on rock strength and deformation characteristics under triaxial cyclic loading and unloading conditions
no DOI — not checkedExperimental study on performance of cast-in-situ recycled aggregate concrete under different sulfate attack exposures
no DOI — not checkedDraft ISRM suggested method for the complete stress-strain curve for the intact rock in uniaxial compression
no DOI — not checkedThe Hoek-Brown failure criterion -a 1998 update
What this badge says. CiteStamped means the CHECKABLE references of this work were clean at the dated check: each resolved to a known work in a public registry, and none carried a retraction notice at that time. It says nothing about the quality, findings, or importance of the work itself, and nothing about references deposited without a DOI.

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