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A Study on the Field Application of a Small Dynamic Cone Penetration Tester Using Hammer Automatic Strike and Penetration Measurement

해머 타격과 관입량 측정이 자동화된 소형 동적콘관입시험기의 현장 적용성 연구

  • Received : 2023.09.04
  • Accepted : 2023.10.30
  • Published : 2023.12.01

Abstract

Economic damage is occurring due to landslides and debris flows that occur when the ground artificially created for roads or photovoltaic power generation facilities is weakened by rainfall such as torrential rain. In order to understand the stability of the artificially created ground, it is very important to check the ground information such as the compositional state and mechanical characteristics of the stratum. However, since most of the investigation sites are steep slopes or there are no access roads, it is not easy to enter the drilling equipment commonly used to check ground information and perform standard penetration tests. In this study, a dynamic cone penetration test (DCP) device using a miniaturized auger drilling equipment and an automatic drop device was developed to check the cone resistance value and the dynamic cone penetration test value and analyze the correlation with the standard penetration test value to confirm its applicability at the mountain solar power generation site. As a result, the cone resistance value is qd = 0.46 N and the dynamic cone penetration test value is Nd = 1.58 N, confirming a value similar to the results of existing researchers to secure its reliability.

도로나 태양광 발전시설의 인위적으로 조성된 지반이 집중호우와 같은 강우에 의해서 약화되면서 발생되는 산사태, 토석류 등에 의해 경제적 피해가 발생하고 있다. 인위적으로 조성된 지반의 안정성을 파악하기 위해서 지층의 구성상태, 역학적 특성등의 지반정보 확인이 매우 중요하다. 하지만 조사부지가 대부분 급경사로 이루어지거나 진입로가 대부분 없기 때문에 지반정보를 확인하기 위해 일반적으로 사용되고 있는 시추장비와 표준관입시험의 수행이 쉽지 않다. 본 연구에서는 소형화한 오거시추 장비와 자동낙하장치를 적용한 동적콘관입시험(Dinamic Cone Penetrometer, DCP) 장비를 개발하여 산지태양광 부지에서의 적용성을 확인하기 위하여 콘저항값 및 동적콘관입시험값과 표준관입시험값의 상관관계를 분석하였다. 그 결과 콘저항값은 qc = 0.46 N, 동적콘관입시험값(Nd)는 Nd = 1.58 N으로 기존연구자들의 결과와 유사한 값을 확인하여 그 신뢰성을 확보하였다.

Keywords

Acknowledgement

본 논문은 행정안전부 "산지(경사지) 태양광 발전시설의 전주기 스마트 안전관리 기술 개발(20018265)"의 지원을 받아 작성되었습니다.

References

  1. American Society for Testing and Materials (2001), Standard Test Method for Use of the Dynamic Cone Penetrometer in Shallow Pavement Applcations, ASTM D 6951-03. 
  2. Daniel, C. R. and Howie, J. A. (2003), A method for correlation large penetration test (LPT) to standard penetration test (SPT) blow counts, Canadian Geotechnical Journal, Vol. 40, No. 1, pp. 66~77.  https://doi.org/10.1139/t02-094
  3. Khan, I. H. (2005), Textbook of geotechnical engineering, Prentice-Hall of India, pp. 194~195. 
  4. Khodaparast, M., Rajabi, A. M. and Mohammadi, M., H. (2015), The new empirical formula based on dynamic probing test results in fine cohesive soils, International Journal of Civil Engineering, Vol. 13, No. 2, pp. 105~113. 
  5. Kim, U. K., Zhuang, L. and Lee, K. W. (2014), Development of Advanced Dynamic Cone Penetration Test Apparatus and Its Application Performance Evaluation, J. Korean Geosynthetics Society Vol. 13, No. 4, pp. 119~131 (in Korean).  https://doi.org/10.12814/jkgss.2014.13.4.119
  6. Langton, D. D. (1999), The panda lightweight penetrometer for soil investigation and monitoring material compaction, Ground Engineering, Vol. 32, Issue 9, pp. 33~37. 
  7. Lee, B. J. and Lee, J. K. (2014), Correlation analysis between DCPT value and SPT value, Journal of the Korean GeoEnvironmental Society, Vol. 15, No. 8, pp. 23~30 (in Korean).  https://doi.org/10.14481/JKGES.2014.15.8.23
  8. Meigh, A. C. and Nixon, I. K. (1961), Comparison of In Situ Tests for Granular Soils, Proc. 5th Int. Conf. on Soil Mechanics and Foundation Engineering, Paris, Vol. 1, pp. 499~507. 
  9. Meyerhof, G. G. (1956), Penetration tests and bearing capacity of cohesionless soils, Journal of the Soil Mechanics and Foundations Division, Vol. 82, No SM1, January, 866, pp. 1~18.  https://doi.org/10.1061/JSFEAQ.0000001
  10. Oh, H. J. (2009), Reliability analysis and resistance characteristics of dynamic cone penetration test according to ground characteristics, Master's thesis, Chungju National University, pp. 1~15 (in Korean). 
  11. Scala, A.J. (1956), Simple methods of flexible pavement design using cone penetrometers, Proceedings of the 2nd Australia New Zealand Conference on Soil Mechanics and Foundation Engineering, Christchurch, pp. 73~84. 
  12. TxDOT (2012), Geotechnical manual, Manual Notice 2012-1, Texas Department of Transportation, Texas, pp. 3-1~3-5. 
  13. 小林豊, 谷内江敬太, 石尾政男, 小島一宏, 森本崇 (2012), "簡易 動的コーン貫入試験の適用性について(その2)", 全地連 「技術 フォーラム2012」 新潟, CD -ROM (in Japan).