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Study on Fracture Characteristics at the Interface between Steam Concrete and Self-Compacting Concrete Under Different Loading Rate

https://doi.org/10.2139/ssrn.4087427
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7/7 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.

22 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 7 checked references that resolve
resolves10.1016/j.conbuildmat.2018.11.177
Effects of freeze and cyclic flexural load on mechanical evolution of filling layer self-compacting concrete
resolves10.4028/www.scientific.net/AMM.443.69
Research on CRTSIII Ballastless Track Slab Cracks of High-Speed Railway
resolves10.1016/j.cemconres.2009.03.008
Investigating the thermo-mechanical behaviour of cementitious materials using image processing techniques
resolves10.1016/j.acme.2019.03.007
Dynamic mechanical characteristics of filling layer self-compacting concrete under impact loading
resolves10.1023/A:1007676716549
A simplified method for determining double-K fracture parameters for three-point bending tests
resolves10.1016/0008-8846(76)90007-7
Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements
resolves10.1016/j.engfracmech.2010.03.025
Quantifying crack tip displacement fields with DIC
The 22 references without a DOI — listed, not checked
no DOI — not checkedDevelopment of high-performance self-compacting concrete applied as the filling layer of high-speed railway
no DOI — not checkedStudy on causes and influence law of transverse cracks in CRTSIII ballastless track base
no DOI — not checkedStudy on mechanical and deformation characteristics of CRTSIII slab ballastless track under complicated temperature
no DOI — not checkedReasonable arrangement of door type steel of interlayer gap for CRTS? slab track
no DOI — not checkedMechanics and maintenance standards of connection damage for CRTSIII slab track
no DOI — not checkedDynamic properties research of CRTS? slab track under slab ends cavity
no DOI — not checkedStudy on mechanical characteristics of composite track slab for CRTS ? slab ballastless track of high speed railway
no DOI — not checkedWarping features of ballastless track-Slab under debonding-repaired condition
no DOI — not checkedExperimental study on crack propagation of brittle materials based on DIC under explosive loading
no DOI — not checkedDeformation behavior of concrete under uniaxial compression after high temperature by DIC technology
no DOI — not checkedResearch on three-dimensional digital image correlation technology in sandstone crack propagation and damage monitoring
no DOI — not checkedDevelopment of the strain field along the crack in ultra-high-performance fiber-reinforced concrete (UHPFRC) under bending by digital image correlation technique
no DOI — not checkedCompressive damage experiment of concrete at different strain rates. CHINA CIVIL ENGINEERING
no DOI — not checkedImpact resistance of steel fiber-reinforced self-compacting concrete (SCC) at high strain rates
no DOI — not checkedThe impact mechanical characteristics of steam-cured concrete under different curing temperature condition
no DOI — not checkedQuantitative characterization and mechanism analysis on thickness-dependent size effect of concrete fracture. CHINA CIVIL ENGINEERING
no DOI — not checkedExperimental investigation of concrete fracture behavior with different loading rates based on acoustic emission. CONSTRUCTION AND BUILDING
no DOI — not checkedDevelopment of fracture process zone in full-graded dam concrete under three-point bending by DIC and acoustic emission
no DOI — not checkedExperimental Study on Dynamic Performance of Self-Compacting Lightweight Aggregate Concrete under Compression
no DOI — not checkedref26
no DOI — not checkedref28
no DOI — not checkedref29
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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