Reference health
Frost-Heaving Cracking Sensitivity of Single-Flaw Rock Mass Based on a Numerical Experimental Method
1 of 35 checkable references need attention · checked 2026-07-23
At the dated check, the references listed below either did not resolve in Crossref or DataCite, or carried a retraction notice. Each one is shown with the registry record that put it there.
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References needing attention
does not resolve to a known work10.13225/j.cnki.Jccs.2018.0880
The 34 checked references that resolve
resolves10.1016/S0165-232X(05)80005-9
Mechanisms of rock breakdown by frost action: An experimental approach
resolves10.1016/j.engfracmech.2021.107550
Anisotropic fracture and energy characteristics of a Tibet marble exposed to multi-level constant-amplitude (MLCA) cyclic loads: A lab-scale testing
resolves10.1061/(ASCE)EM.1943-7889.0001933
Dynamic Damage Constitutive Model of Frozen Silty Soil with Prefabricated Crack under Uniaxial Load
resolves10.1155/2021/3177464
A Damage Constitutive Model for a Rock under Compression after Freeze-Thaw Cycles Based on the Micromechanics
resolves10.1016/j.jngse.2020.103384
Quantitative characterization of coal microstructure and visualization seepage of macropores using CT-based 3D reconstruction
resolves10.1016/0341-8162(94)00038-G
Dilatometrical behaviour of porous calcareous rock samples subjected to freeze-thaw cycles
resolves10.1007/s00603-020-02183-3
Mechanism of Secondary Lining Cracking and its Simulation for the Dugongling Tunnel
resolves10.1177/10567895211021629
A strain-based fatigue damage model for naturally fractured marble subjected to freeze-thaw and uniaxial cyclic loads
resolves10.1016/S0165-232X(00)00011-2
Elastic visco-plastic analysis for earthquake response of tunnels in cold regions
resolves10.1016/j.tust.2018.08.054
Elasto-plastic solution for cold-regional tunnels considering the compound effect of non-uniform frost heave, supporting strength and supporting time
resolves10.1016/j.coldregions.2012.04.002
A new structure to control frost boiling and frost heave of embankments in cold regions
resolves10.1016/j.coldregions.2011.11.007
Analytical elasto-plastic solution for stress and plastic zone of surrounding rock in cold region tunnels
resolves10.1007/s12205-019-1446-7
Analytical Elasto-plastic Solution for Frost Force of Cold-Region Tunnels considering Anisotropic Frost Heave in the Surrounding Rock
resolves10.1016/j.coldregions.2020.103077
An analytical solution for frost heave force by the multifactor of coupled heat and moisture transfer in cold-region tunnels
resolves10.1130/0016-7606(1985)96<336:ATMOTF>2.0.CO;2
A theoretical model of the fracture of rock during freezing
resolves10.1002/ppp.3430020404
Weathering by segregation ice growth in microcracks at sustained subzero temperatures: Verification from an experimental study using acoustic emissions
resolves10.1016/j.engfracmech.2020.107366
On the effect of stress amplitude on fracture and energy evolution of pre-flawed granite under uniaxial increasing-amplitude fatigue loads
resolves10.1016/j.jrmge.2014.05.004
Theoretical and numerical studies of crack initiation and propagation in rock masses under freezing pressure and far-field stress
resolves10.1016/j.enggeo.2017.12.024
Frost heaving and frost cracking of elliptical cavities (fractures) in low-permeability rock
resolves10.1016/j.coldregions.2018.04.016
A unified model for frost heave pressure in the rock with a penny-shaped fracture during freezing
resolves10.1016/j.proeng.2017.01.357
Evaluation of Frost Heave Pressure Characteristics in Transverse Direction to Heat Flow
resolves10.1016/j.coldregions.2018.04.011
Transversely isotropic frost heave of saturated rock under unidirectional freezing condition and induced frost heaving force in cold region tunnels
resolves10.1016/j.enggeo.2014.11.018
Critical degree of saturation: A control factor of freeze–thaw damage of porous limestones at Castle of Chambord, France
resolves10.1016/j.coldregions.2020.103056
A study on mechanical properties and damage model of rock subjected to freeze-thaw cycles and confining pressure
resolves10.1002/ppp.1950
Path‐Dependent Frost‐Wedging Experiments in Fractured, Low‐Permeability Granite
resolves10.1016/j.coldregions.2019.03.013
Strength and failure characteristics of rock-like material containing single crack under freeze-thaw and uniaxial compression
resolves10.1016/j.coldregions.2019.102980
Study on the mechanical properties and damage constitutive model of frozen weakly cemented red sandstone
resolves10.1016/S1365-1609(99)00121-5
Numerical studies of the influence of microstructure on rock failure in uniaxial compression — Part I: effect of heterogeneity
resolves10.1016/j.ijrmms.2005.06.008
Numerical simulation of Brazilian disk rock failure under static and dynamic loading
resolves10.1080/01457632.2011.635988
Numerical Study of the Influence of Material Structure on Effective Thermal Conductivity of Concrete
resolves10.1016/j.engfracmech.2015.01.001
Crack propagation and coalescence in quasi-brittle materials at high temperatures
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