한국지반신소재학회논문집 (Journal of the Korean Geosynthetics Society)

  • 제22권3호
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  • Pages.87-95
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  • 2023
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  • 2508-2876(pISSN)
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  • 2287-9528(eISSN)
한국지반신소재학회 (Korean Geosynthetics Society)
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시멘트 대체재료를 활용한 SCW공법에서의 활용 방안에 대한 연구

A Study on the Utilization Method in the SCW Method using Supplementary Cementitious Materials

  • 투고 : 2023.08.01
  • 심사 : 2023.09.18
  • 발행 : 2023.09.30
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초록

최근 원도심을 대상으로 한 재개발이 이루어짐에 따라 구조물의 대형화 및 초고층화로 인한 인접 위치에서의 시공 필요성이 높아지고 있다. 하지만 밀집화된 도심지에서의 굴착공사는 다양한 원인에 의해 지반 문제가 유발되기 때문에 이를 최소화할 수 있는 재료 및 공법의 활용이 요구되고 있다. 일반적인 흙막이공법으로는 시멘트를 사용하여 지하연속벽, CIP공법 등 다양한 방법이 적용되고 있다. 그러나 흙막이공법의 시공을 위해서는 많은 양의 시멘트가 사용되기 때문에 온실가스 배출량을 획기적으로 감축시키기 위해서는 새로운 시멘트 대체 재료의 개발을 위한 연구가 필요한 실정이다. 따라서 본 연구에서는 고로슬래그 미분말과 탈황석고 및 고칼슘 플라이애시의 알칼리 자극 반응에 따른 경화반응을 활용하여 SCW공법에 적용하고자 하였다. 연구결과, 개발 고화재를 사용한 고화토의 경우, 재령 28일 압축강도는 OPC 대비 96.2 ~ 106.3%를 확보할 수 있는 것으로 분석되었다. 또한 압축강도 증가율은 사질토의 경우 2.06, 점성토의 경우 2.41로 OPC의 1.85 보다 높은 값을 나타내어 장기강도 측면에서 유리한 것으로 분석되었다. 그리고 환경성 측면에서 중금속 용출은 없고, 온실가스 발생량을 획기적으로 감소시킬 수 있어 추가적인 검토가 이루어진다면 SCW공법으로 적용이 가능할 것으로 판단된다.

Recently, redevelopment of the original downtown area is underway, the necessity of construction in adjacent location is increasing. However, excavations in dense urban areas are prone to ground problems due to various causes, so it is necessary to use materials and methods that can minimize such problems. As a general earth retaining method, various methods such as diaphragm wall and CIP method are applied using cement. However, since a large amount of cement is used for the installation of earth retaining method, it is necessary to conduct research on the development of new cement substitute materials to significantly reduce greenhouse gas emissions. In this study, we utilized the hardening reaction of blast furnace slag powder, desulfurized gypsum and high calcium fly ash by alkali activation and applied it to the SCW method. As a result, it was analyzed that the compressive strength of solidified soil using development solidification material was 96.2 ~ 106.3% of OPC at 28 days of curing. In addition, the strength increment ratio was 2.06 for sandy soil and 2.41 for clayey soil, which was higher than 1.85 of OPC. It seems an advantageous in terms of long-term strength. In addition, from the environmental point of view, it was analyzed that there is no elution of heavy metals and that greenhouse gas emissions can be dramatically reduced. Therefore, if further studies are conducted, it can be applied to the SCW method.

키워드

과제정보

This work is supported by SME technology development support project funded by the Ministry of SMEs and Startups(Grant No. S3290334) and supported by KICT Research Program funded by Korea Ministry of Science and ICT(Project No. 20230096-001, Getechnical research for disaster management and new growth in the future geotechnical industry).

참고문헌

  1. Choi, W. H., La, Y. S. and Kim, B. J. (2018), "A Study on Flexural Rigidity of Two-row Overlap Pile Wall for Deep Excavation Support", Journal of the Korean Geosynthetics Society, Vol. 17, No. 1, pp. 33-43. https://doi.org/10.12814/JKGSS.2018.17.1.033
  2. Do, J. U., Kim, H. S., Park, B, G. and Lee, J. H. (2016), "Evaluation on Field Applicability of Cast-In-Place Pile using Surfactant Grout", Journal of the Korean Society of Civil Engineers, Vol. 36, No. 1, pp. 75-83. https://doi.org/10.12652/Ksce.2016.36.1.0075
  3. Kim, D. K., Jung, H. S., Choi, H. S. and Won, J, M. (2019), "A Numerical study on Behavior of Soft Clay Soils with Installed Buttress Type Self Supporting Composite Wall", Journal of the Korean Geotechnical Society, Vol. 35, No. 11, pp. 15~23. https://doi.org/10.7843/KGS.2019.35.11.15
  4. Kim, S, H. (2023), Cement Industy Carbon Neutrality Trend, Weekly KDB Report, No. 1016.
  5. Kim, W. H., Shin, Y. S., Lee, Y. J., Chang, Y. C. and Lee, K. I. (2023), "A Study on the Characteristics of Member Force, Horizontal Displacement and Concrete Strength by Design Elements of SPW Retaining Walls", Journal of the Korean Geosynthetics Society, Vol. 22, No. 1, pp. 75-85. https://doi.org/10.12814/JKGSS.2023.22.1.075
  6. Masaki, K. and Masaaki, T. (2012), The Deep Mixing Method, CRC Press, 1st Edition.
  7. Moon, I. J., Jang, S. J. and Lee, K. I. (2021), "A Study on the Optimal Pre-loading Calculation of Strut of Retaining Wall through Numerical Interpretation", Journal of the Korean Geosynthetics Society, Vol. 12, No. 3, pp. 43-53.
  8. Moon, K. Y., Kim, B. R., Lee, S. H., Choi, M. K., Cho, K. H. and Cho, J. S. (2022), "Manufacturing Properties and Hardening Characteristics of CO2 Reactive Hardening Cement", Resources Recycling, Vol. 31, No. 6, pp. 52-59. https://doi.org/10.7844/kirr.2022.31.6.52
  9. Park, Y. H., Kim, N. Y. and Yook, J. H. (2009), "Mechanical Properties of Cement Milk Applied to SIP Piles", Geotechnical Engineering, Vol. 25, No. 1, pp. 24-31.
  10. Seo, S. G., Song, S. H. and Cho, D. S. (2021), "Analysis of the Applicability of Ground Stabilizer Using Recycled Resources as Prebored Piles", Journal of the Korean Recycled Construction Resources Institute, Vol. 9, No. 3, pp. 287-294. https://doi.org/10.14190/JRCR.2021.9.3.287
  11. Seong, J. H., Kim, Y. S. and Shin, B. G. (2013), "Analysis on Impact Factors of Open-cut Type Excavation Work using Numerical Analysis Method", Journal of the Korean Geosynthetics Society, Vol. 12, No. 3, pp. 43-53. https://doi.org/10.12814/jkgss.2013.12.3.043
  12. Yoon, W. S., Cho, C. H., Cho, Y. K. and Chae, Y. S. (2013), "An Experimental Study on the Settlement Characteristics of the Corner of Earth Retaining Wall According to the Ground Excavation", Journal of the Korean Geosynthetics Society, Vol. 12, No. 2, pp. 55-66.
  13. You, S. K., Yu, N. J. and Hong, G. (2022), "Analysis on Behavior Characteristics of Underground Facility Backfilled with CLSM According to Adjacent Excavation", Journal of the Korean Geosynthetics Society, Vol. 21, No. 4, pp. 101-109. https://doi.org/10.12814/JKGSS.2022.21.4.101