CoChat
Sign Up
Cited by 112Recycled Aggregate Concrete PerformanceMaterials Engineering and ProcessingConcrete and Cement Materials Research

The DOI matches its Crossref record.

ITZ properties of concrete with carbonated steel slag aggregate in salty freeze-thaw environment

Pang, Bo, Zhou, Zonghui, Cheng, Xin, Du, Peng, Xu, Hongxin·2016·Construction and Building Materials
DOI 10.1016/j.conbuildmat.2016.03.168
Open this paper in CoChat — free account

Overview

Integrity signals

Registry

Crossref · 10.1016/j.conbuildmat.2016.03.168

Cites

Statistics

Recomputing p-values needs the paper’s full text.

Verification

Claims the paper makes

We couldn’t retrieve this paper’s full text, so its claims and self-check weren’t run. The registry and citation checks still apply.

Claims other papers make about this one

Each is checked against this paper’s own text: does it say what the citing paper says it does?

  • Concrete samples with carbonated slag aggregates have stronger freeze-thaw resistance compared to reference samples with natural aggregates.

    “In [172], concrete samples with carbonated slag aggregates were noted to have stronger freeze-thaw resistance compared to reference samples with natural aggregates.”

    From An overview of utilizing CO2 for accelerated carbonation treatment in the concrete industry (2022) · cites this paper as [172]

Citations

Cites

No references could be resolved yet.

Research works printed but not linked: 30

  1. Yi, 2012, An overview of utilization of steel slag, Proc. Environ. Sci., 16, 791, 10.1016/j.proenv.2012.10.108 · DOI
  2. Qasrawi, 2009, Use of low CaO unprocessed steel slag in concrete as fine aggregate, Constr. Build. Mater., 23, 1118, 10.1016/j.conbuildmat.2008.06.003 · DOI
  3. van Zomeren, 2011, Changes in mineralogical and leaching properties of converter steel slag resulting from accelerated carbonation at low CO2 pressure, Waste Manag., 31, 2236, 10.1016/j.wasman.2011.05.022 · DOI · Paper page
  4. Motz, 2001, Products of steel slags an opportunity to save natural resources, Waste Manag., 21, 285, 10.1016/S0956-053X(00)00102-1 · DOI
  5. Kourounis, 2007, Properties and hydration of blended cements with steelmaking slag, Cem. Concr. Res., 37, 815, 10.1016/j.cemconres.2007.03.008 · DOI
  6. Xu, 2010, Integrated sensor array optimization with statistical evaluation, Sens. Actuators B Chem., 149, 239, 10.1016/j.snb.2010.05.038 · DOI
  7. Wardeh, 2011, Analysis of concrete internal deterioration due to frost action, J. Build. Phys., 35, 54, 10.1177/1744259110370854 · DOI
  8. Verbeck, 1957, Studies of ’salt’ scaling of concrete, Highw. Res. Board Bull., 150
  9. Zeng, 2014, Freezing behavior of cement pastes saturated with NaCl solution, Constr. Build. Mater., 59, 99, 10.1016/j.conbuildmat.2014.02.042 · DOI
  10. Ji, 2010, Mechanism analysis on degree of pore saturation in concrete, Sichuan Build. Sci., 36, 9
  11. Sicat, 2014, Experimental investigation of the deformational behavior of the interfacial transition zone (ITZ) in concrete during freezing and thawing cycles, Constr. Build. Mater., 65, 122, 10.1016/j.conbuildmat.2014.04.035 · DOI
  12. Setzer, 1995, Freeze-thaw and deicing salt resistance of concrete testing by the CDF method CDF resistance limit and evaluation of precision, Mater. Struct., 28, 16, 10.1007/BF02473288 · DOI
  13. Nili, 2011, Deicer salt-scaling resistance of non-air-entrained roller-compacted concrete pavements, Constr. Build. Mater., 25, 1671, 10.1016/j.conbuildmat.2010.10.004 · DOI
  14. Pang, 2015, Utilization of carbonated and granulated steel slag aggregate in concrete, Constr. Build. Mater., 84, 454, 10.1016/j.conbuildmat.2015.03.008 · DOI · Paper page
  15. Pang, 2016, Autogenous and engineered healing mechanisms of carbonated steel slag aggregate in concrete, Constr. Build. Mater., 107, 191, 10.1016/j.conbuildmat.2015.12.191 · DOI
  16. Persson, 2003, Internal frost resistance and salt frost scaling of self-compacting concrete, Cem. Concr. Res., 33, 373, 10.1016/S0008-8846(02)00968-7 · DOI
  17. Higashiyama, 2012, Chloride ion penetration into mortar containing ceramic waste aggregate, Constr. Build. Mater., 33, 48, 10.1016/j.conbuildmat.2012.01.018 · DOI
  18. Lee, 2013, Study on interfacial transition zone properties of recycled aggregate by micro-hardness test, Constr. Build. Mater., 40, 455, 10.1016/j.conbuildmat.2012.09.114 · DOI
  19. Stark, 2000, vol. 23, 4
  20. Jones, 1981, Proposed modifications of the diagnosis and recommendation integrated system (DRIS) for interpreting plant analyses, Commun. Soil Sci. Plant Anal., 12, 785, 10.1080/00103628109367194 · DOI
  21. Igarashi, 1996, Microhardness testing of cementitious materials, Adv. Cem. Based Mater., 4, 48, 10.1016/S1065-7355(96)90051-6 · DOI
  22. Brouxel, 1993, The alkali-aggregate reaction rim: Na2O, SiO2, K2O and CaO chemical distribution, Cem. Concr. Res., 23, 309, 10.1016/0008-8846(93)90096-R · DOI
  23. Cwirzen, 2005, Aggregate-cement paste transition zone properties affecting the salt-frost damage of high-performance concretes, Cem. Concr. Res., 35, 671, 10.1016/j.cemconres.2004.06.009 · DOI
  24. Richardson, 1992, Microstructure and microanalysis of hardened cement pastes involving ground granulated blast-furnace slag, J. Mater. Sci., 27, 6204, 10.1007/BF01133772 · DOI
  25. Medina, 2013, Freeze-thaw durability of recycled concrete containing ceramic aggregate, J. Clean. Prod., 40, 151, 10.1016/j.jclepro.2012.08.042 · DOI
  26. Hussin, 2011, Petrography evidence of the interfacial transition zone (ITZ) in the normal strength concrete containing granitic and limestone aggregates, Constr. Build. Mater., 25, 2298, 10.1016/j.conbuildmat.2010.11.023 · DOI
  27. Ayhan, 2011, Effect of basic pumice on morphologic properties of interfacial transition zone in load-bearing lightweight/semi-lightweight concretes, Constr. Build. Mater., 25, 2507, 10.1016/j.conbuildmat.2010.11.083 · DOI
  28. Xie, 2015, Experimental study of the interfacial transition zone (ITZ) of model rock-filled concrete (RFC), Cem. Concr. Compos., 55, 223, 10.1016/j.cemconcomp.2014.09.002 · DOI
  29. Akçaoğlu, 2004, Effect of coarse aggregate size and matrix quality on ITZ and failure behavior of concrete under uniaxial compression, Cem. Concr. Compos., 26, 633, 10.1016/S0958-9465(03)00092-1 · DOI
  30. Allahverdi, 2014, Resistance of chemically activated high phosphorous slag content cement against frost-salt attack, Cold Reg. Sci. Technol., 98, 18, 10.1016/j.coldregions.2013.11.001 · DOI

Cited by

Sorted by citations

Metadata

Authors
Pang, B., Zhou, Z., Cheng, X., Du, P., & Xu, H.
Affiliations
University of Jinan (CN)
Corresponding author
Zhou, Zonghui
ORCID
Venue
Construction and Building Materials
Publisher
Elsevier BV
Published
2016-07
Volume
114
Pages
162-171
ISSN
0950-0618 (ISSN-L)
DOI
10.1016/j.conbuildmat.2016.03.168
OpenAlex
W2312409150
Cited by
112
References
0
Citations by year
2026: 9 · 2025: 25 · 2024: 22 · 2023: 10 · 2022: 11 · 2021: 12 · 2020: 9 · 2019: 6 · 2018: 4 · 2017: 4
FWCI
4.57
Type
journal article
Language
en
Open access
closed
Licence
Locations
Construction and Building Materials (publishedVersion)
Funders
  • National High-tech R&D Program (2015AA034701)
  • Shandong Province Science and Technology Development Plan (2014GSF117017)
  • Shandong Province (2015ZDXX0702B01)
Topics
  • Physical Sciences › Engineering › Building and Construction › Recycled Aggregate Concrete Performance
  • Physical Sciences › Engineering › Building and Construction › Materials Engineering and Processing
  • Physical Sciences › Engineering › Civil and Structural Engineering › Concrete and Cement Materials Research
Keywords
interfacial transition zone, steel slag aggregate, freeze-thaw resistance, chloride penetration, rapid chloride migration, water-cement ratio, microhardness, Ca/Si ratio, dynamic modulus of elasticity

About these checks

Registry, retraction, Cites and statistics results are computed, not judged, with one exception: a printed reference that no index lists is read once by a model before it counts as a citation error. Claims are extracted by a model and kept only when their quote appears verbatim in the text; each cited source is then checked, with a model’s help, for whether it says what the claim relies on. Those verdicts can be wrong — read the claim’s quote and the cited source before relying on one.

Statistics and arithmetic are recomputed, not judged.

Confidence bands are shown only for fields calibrated on our annotated test set. None is calibrated yet, so no band is shown.

What counts as a claim ›How we measure confidence ›How we check this ›

Are you an author, or do you see a problem with this page? Request a review