Reference health

Study on Frost Heaving Force Considering Synchronous Damage to Tunnel Lining and Surrounding Rocks Under Freeze–Thaw Cycles

https://doi.org/10.2139/ssrn.4102717
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22/22 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.

18 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 22 checked references that resolve
resolves10.1016/0093-6413(86)90018-2
On the Mori-Tanaka's method in cracked bodies
resolves10.4028/www.scientific.net/KEM.477.308
Effect of Low Temperature on Mechanical Properties of Concrete with Different Strength Grade
resolves10.4324/9780429467172
Regional Connection under the Belt and Road Initiative
resolves10.1007/BF02478694
The international cooperative test of the critical degree of saturation method of assessing the freeze/thaw resistance of concrete
resolves10.1061/(ASCE)CR.1943-5495.0000261
Experimental Study of the Anisotropic Frost Heave Characteristics of Rock Surrounding Tunnels 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
resolves10.4028/www.scientific.net/AMM.170-173.1504
Classification, Causes of Tunnel Frost Damages in Cold Region and Several New Technologies to Prevent them
resolves10.1007/s11629-021-6786-3
The lining responses for shallow mountain tunnels subjected to frost heaving
resolves10.1016/j.coldregions.2019.04.008
Analytical elasto-plastic solution of frost heaving force in cold region tunnels considering transversely isotropic frost heave of surrounding rock
resolves10.1016/0020-7225(84)90119-8
Microphysical models for inelastic material response
resolves10.1016/0191-8141(94)E0018-T
The role of microcracking in shear-fracture propagation in granite
resolves10.1016/j.coldregions.2015.12.012
Frost depth prediction for seasonal freezing area in Eastern Turkey
resolves10.1007/BF02114084
Equations for stress and displacement fields around pressurized elliptical holes in elastic solids
resolves10.1016/j.cemconres.2006.05.018
Experimental study of strength and deformation of plain concrete under biaxial compression after freezing and thawing cycles
resolves10.1016/0013-7944(73)90027-1
Some basic problems in fracture mechanics and new concepts
resolves10.1016/j.ijrmms.2021.104648
Mechanical behavior of marble exposed to freeze-thaw-fatigue loading
resolves10.1016/j.coldregions.2011.05.007
Laboratory investigations on the mechanical properties degradation of granite under freeze–thaw cycles
resolves10.3151/jact.14.679
Evaluation of Damage in Concrete Suffered Freeze-Thaw Cycles by CT Technique
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/S0008-8846(98)00037-4
Relationship Between Pore Structure and Mechanical Properties of Ordinary Concrete Under Bending Fatigue
resolves10.3389/feart.2020.00013
Crack Failure Characteristics of Different Rocks Under the Action of Frost Heaving of Fissure Water
resolves10.1016/j.conbuildmat.2019.04.187
Experimental study of deformation of early age concrete suffering from frost damage
The 18 references without a DOI — listed, not checked
no DOI — not checkedref1
no DOI — not checkedAdvance and review on frost heaving force calculation methods in cold region tunnels
no DOI — not checkedref7
no DOI — not checkedTheoretical calculation of frost heaving pressure in tunnel surrounding rock during freeze-thaw cycles
no DOI — not checkedEvolution in sandstone pore structures with freeze-thaw cycling and interpretation of damage mechanisms in saturated porous rocks
no DOI — not checkedref13
no DOI — not checkedref15
no DOI — not checkedref16
no DOI — not checkedref20
no DOI — not checkedref22
no DOI — not checkedA working hypothesis for further studies of frost resistance of concrete
no DOI — not checkedTheory of volume changes in hardened portland-cement paste during freezing
no DOI — not checkedDamage evolution and plasticity development of concrete materials subjected to freeze-thaw during the load process
no DOI — not checkedref32
no DOI — not checkedExperimental study on basic mechanical behaviors of sandy mudstone under low freezing temperature
no DOI — not checkedMethods of frost-heave ratio evaluation and classification of frost-heave susceptibility of tunnel surrounding rocks in cold regions
no DOI — not checkedInvestigation of the soillining interaction at a tunnel entrance during freeze-thaw cycling: Model testing and semi-empirical modeling
no DOI — not checkedAn analytical solution for the frost heaving force and displacement of a noncircular tunnel
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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