Cited by 88Geotechnical Engineering and Soil StabilizationConcrete and Cement Materials ResearchRecycling and utilization of industrial and municipal waste in materials production

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Utilization of lime/carbide slag-activated ground granulated blast-furnace slag for dredged sludge stabilization

Lang, Lei, Chen, Bing, Li, Nan·2021·Marine Georesources & Geotechnology

Abstract

This study investigated the feasibility of using lime (L) and carbide slag (CS) to activate ground granulated blast-furnace slag (GGBS), as a potential substitute to Portland cement (PC) for stabilizing dredged sludge (DS). A series of unconfined compressive strength (UCS), scanning electron microscopy (SEM) and X-ray diffraction (XRD) tests were performed to evaluate the strength development and micro-mechanisms of stabilized DS. The results showed that the optimum lime content was 20-25% for L-GGBS stabilized DS, which can achieve the highest UCS. The 28-, 60- and 90-day optimum UCS of stabilized DS with 20% L-GGBS were 1.38, 1.14 and 1.06 times that of 15% PC stabilized DS. Similarly, the optimum CS content of 25-30% was recommended for achieving the highest UCS of CS-GGBS stabilized DS. The 28-, 60- and 90-day optimum UCS of 20% CS-GGBS stabilized DS were 1.45, 1.12 and 1.02 times that of 15% PC stabilized DS. It was suggested using 20% L-GGBS or CS-GGBS instead of 15% PC for stabilizing DS. The SEM and XRD results revealed that the CSH and CAH gels were the main hydration products for stabilized DS, and the ettringite was also obviously detected in CS-GGBS stabilized DS.

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References 40 · Cited by 88

Research works printed but not linked: 51

  1. 10.21660/2018.51.06065 · DOI
  2. 10.1016/j.jclepro.2019.119916 · DOI
  3. ASTM D4219-08, 2008, Standard Test Method for Unconfined Compressive Strength Index of Chemical Grouted Soils
  4. ASTM D4318-10, 2010, Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils
  5. ASTM D2216-10, 2010, Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
  6. ASTM D1557-12, 2012, Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3 (2,700 kN-m/m3))
  7. ASTM D4972-13, 2013, Standard Test Method for pH of Soils
  8. ASTM D854-14, 2014, Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer
  9. 10.1016/j.rser.2013.03.017 · DOI
  10. 10.1002/ceat.201800025 · DOI
  11. 10.1016/j.powtec.2009.05.017 · DOI
  12. 10.1016/j.enggeo.2013.05.016 · DOI
  13. GB/T50123-1999., 1999, Standard for Soil Test Method. Ministry of Construction of the People’s Republic of China
  14. 10.1016/j.conbuildmat.2019.117195 · DOI
  15. 10.1680/coma.2007.160.3.99 · DOI · Paper page
  16. 10.1016/(ASCE)MT.1943-5533.0000887 · DOI
  17. 10.1016/j.clay.2017.11.030 · DOI
  18. 10.1016/j.cemconcomp.2014.10.007 · DOI
  19. 10.1016/j.conbuildmat.2004.04.014 · DOI
  20. 10.1016/j.conbuildmat.2019.116971 · DOI
  21. 10.1016/j.conbuildmat.2019.117713 · DOI
  22. 10.1016/j.sandf.2019.06.002 · DOI
  23. 10.1016/j.ijggc.2012.03.012 · DOI
  24. 10.1016/j.conbuildmat.2019.117131 · DOI
  25. 10.1007/s11356-017-1148-y · DOI
  26. 10.1016/j.enggeo.2011.07.009 · DOI
  27. 10.1016/j.enggeo.2009.08.010 · DOI
  28. 10.1016/j.jclepro.2018.06.120 · DOI
  29. 10.1016/j.conbuildmat.2019.04.033 · DOI
  30. 10.1016/(ASCE)MT.1943-5533.0002990 · DOI
  31. 10.1016/j.conbuildmat.2013.04.011 · DOI
  32. 10.5539/ep.v4n3p1 · DOI
  33. 10.1016/S0008-8846(00)00472-5 · DOI
  34. 10.1016/j.conbuildmat.2017.04.206 · DOI
  35. 10.1080/19648189.2018.1440633 · DOI
  36. 10.1016/j.enggeo.2019.02.012 · DOI
  37. 10.1080/1064119X.2019.1648616 · DOI
  38. 10.1016/j.conbuildmat.2019.02.173 · DOI
  39. 10.1016/j.conbuildmat.2019.116914 · DOI
  40. 10.1016/j.ijggc.2019.102827 · DOI
  41. 10.1007/s10064-019-01580-5 · DOI
  42. 10.1016/j.clay.2019.105136 · DOI
  43. 10.1016/j.minpro.2014.05.003 · DOI
  44. 10.1680/geot.14.T.012 · DOI
  45. 10.1016/(ASCE)MT.1943-5533.0000806 · DOI
  46. 10.1680/adcr.13.00005 · DOI
  47. 10.1016/j.clay.2015.03.023 · DOI · Paper page
  48. 10.1139/cgj-2014-0007 · DOI
  49. 10.1016/(ASCE)MT.1943-5533.0001100 · DOI
  50. 10.1016/j.clay.2014.11.005 · DOI · Paper page
  51. Yin Z. Z., 2007, Geotechnical Principles

Metadata

Authors
Lang, L., Chen, B., & Li, N.
Affiliations
  • Shanghai Jiao Tong University (CN)
  • China State Construction Engineering (China) (CN)
Corresponding author
Chen, Bing
Venue
Marine Georesources & Geotechnology
Published
2020-03-23
Volume
39
Issue
6
Pages
659-669
ISSN
  • 1064-119X (ISSN-L)
  • 1521-0618
OpenAlex
W3012683945
Cited by
88
References
40
Citations by year
2026: 13 · 2025: 15 · 2024: 12 · 2023: 13 · 2022: 21 · 2021: 12 · 2020: 2
FWCI
6.84
Type
journal article
Language
en
Open access
closed
Locations
Marine Georesources and Geotechnology (publishedVersion)
Topics
  • Physical Sciences › Engineering › Civil and Structural Engineering › Geotechnical Engineering and Soil Stabilization
  • Physical Sciences › Engineering › Civil and Structural Engineering › Concrete and Cement Materials Research
  • Physical Sciences › Engineering › Building and Construction › Recycling and utilization of industrial and municipal waste in materials production
Keywords
ground granulated blast furnace slag, lime activation, cement replacement, unconfined compressive strength, calcium silicate hydrate, calcium aluminate hydrate, ettringite

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CoChat. (2026). Citation check: Utilization of lime/carbide slag-activated ground granulated blast-furnace slag for dredged sludge stabilization. https://app.cochat.ai/papers/10.1080/1064119x.2020.1741050
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Lang, L., Chen, B., & Li, N. (2021). Utilization of lime/carbide slag-activated ground granulated blast-furnace slag for dredged sludge stabilization. Marine Georesources & Geotechnology. https://doi.org/10.1080/1064119x.2020.1741050