Journal of the Korea Academia-Industrial cooperation Society (한국산학기술학회논문지)

The Korea Academia-Industrial cooperation Society (한국산학기술학회)
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A Method of Obtaining Correction Factor for Settlement Prediction of Soft Ground Using Correlation of Theoretical and Measured Settlement of Gimhae-Jinyoung through SPSS Analysis

이론 및 계측 침하량의 SPSS 상관분석을 통한 김해진영 연약 지반의 침하량 예측 보정계수 산출법

  • Jang, Won-Cheol (Department of Civil and Environmental Engineering, Myongji University) ;
  • Kim, Byoung-Il (Department of Civil and Environmental Engineering, Myongji University) ;
  • Kim, Young-Uk (Department of Civil and Environmental Engineering, Myongji University)
  • 장원철 (명지대학교 토목환경공학과) ;
  • 김병일 (명지대학교 토목환경공학과) ;
  • 김영욱 (명지대학교 토목환경공학과)
  • Received : 2021.02.09
  • Accepted : 2021.05.07
  • Published : 2021.05.31
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Abstract

Predicting the settlement of soft ground is an important aspect of soft ground design. In this study, a method is proposed that increases the reliability of settlement predictions based on-site investigation data, including piezocone penetration test results, at the Gimhae-Jinyoung district, adjacent area to the Nakdong River. Soils in the area waweres classified using the Robertson Chart (1986, 1990), and theoretical settlement was calculated using the equations proposed by Terzaghi (1925) and Sanglerat (1972). SPSS was used to obtain the correlation between theoretical and measured settlements. Results produced settlement prediction errors for the Terzaghi and Sanglerat methods of 17.28% and 26.96%, respectively. A correction factor calculated by SPSS correlation analysis for the relation between and theoretical and measured settlements is proposed that improves the reliability of settlement prediction in soils of the classification examined.

포화된 연약 점성토 지반에서 침하량을 예측하는 것은 연약 지반 설계 시 매우 중요하다. 이 연구에서는 낙동강 지류 인접 지역인 김해진영 지구를 대상으로 피에조콘 관입시험을 실시한 지반조사 자료를 참고하여 침하량 산정의 신뢰성을 향상시킬 수 있는 방법에 대하여 고찰하였다. 해당 지역의 지반을 두 가지 Robertson Chart(1986, 1990)에 따라 분류하고 대표적인 지반 침하량 산정 공식인 Terzaghi(1925) 침하량 산정 공식 및 Sanglerat(1972) 침하량 산정 공식에 의해 이론 침하량을 산정하였다. 산정된 이론 침하량을 실제로 측정한 계측 침하량과 SPSS 상관분석을 통해 비교함으로써 보정계수를 산정하였다. 연구결과 이론 침하량과 계측 침하량의 평균오차율은 각각 17.28% 및 26.96%로 나타났다. 또한 이 지역의 경우 Terzaghi(1925) 방법에 의한 이론 침하량 산정결과가 Sanglerat(1972) 방법으로 구한 이론 침하량보다 계측 침하량에 더 근접한 것으로 나타나 Terzaghi(1925) 침하량 산정 방법이 더 정밀한 것으로 나타났다. 또한 산정된 보정계수를 사용하면 이 지역의 침하량 예측의 신뢰성을 향상시킬 수 있을 것으로 판단된다.

Keywords

References

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