DOI QR코드

DOI QR Code

A Case Study on the Analysis of Soft Ground Consolidation by the Measurement of Surface Settlement Plate

지표침하판계측을 통한 연약지반 침하분석 사례연구

  • 김준석 (청운대학교 공과대학 토목환경공학과)
  • Received : 2020.11.28
  • Accepted : 2020.12.30
  • Published : 2020.12.30

Abstract

The installation of soft ground instruments and the performance of measurement and management of the measurement shall be carried out in order to ensure the safety of the construction work and to improve the quality of the construction work. The purpose of the pressure density deposition calculation is to determine the stability of the foundation ground and the formulation by measuring and calculating the density conditions generated on the soil through the period of neglect after completion of the soil at each stage. In practice, it is judged that the analysis by the hyperbolic method can be applied to the safety side.

Keywords

References

  1. 김종묵(2019), "부산 연약지반개량 계측결과를 고려한 장래침하분석에 관한연구" 부경대학교대학원 해양공학과 석사학위논문
  2. Ladd, C. C. and Foott, R.(1974), "New design procedure for stability of soft clay", ASCE, 100 No. GT7, pp.763-785
  3. Johnson, S. J.(1970), "Foundation precompression with vertical sand drains", J. Soil Mech. Found. Div. ASCE, Vol.96, No.1, pp.145-175. https://doi.org/10.1061/JSFEAQ.0001379
  4. Hansbo, S., Jamiolkowski, M. and Kok, L.(1981), "Consolidation by vertical drains", Geotechnique, Vol.31, No.2,
  5. Bjerrum, L.(1967), "Engineering geology of norwegian normally-consolidated marine clays as related to settlement of buildings", Geotechnique, pp. 17-83 https://doi.org/10.1680/geot.1980.30.1.17