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일축압축강도에 의한 선행압밀응력 예측 및 분석

Prediction and Analysis of Pre-Consolidation by Unconfined Compressive Strength

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키워드

주제분류농학

초록

This study was to evaluate the feasibility of pre-consolidation pressure distribution characteristic of western and southern coastal region, using correlation ofunconfined compressive strength and preceding research equation. Pre-consolidation of western and southern region showed similar trends undrained shearstrength and pre-consolidation pressure in proportion to unconfined compressive strength. Predicted results of U.S. NAVY. (1982) equation revealed a smallerror western 9.7 % and southern 0.4 %. Prediction correlation results of pre-consolidation using unconfined compressive strength revealed an error western 16.8% and southern 0.7 %. It was reported that less than 20 percent of pre-consolidation pressure prediction result of Casagrande forecasting error. Estimates ofpre-consolidation pressure are possible, before the standard consolidation test, because it was reported that less than 20 % of the forecasting errors of Casagrande.

Abstract

This study was to evaluate the feasibility of pre-consolidation pressure distribution characteristic of western and southern coastal region, using correlation ofunconfined compressive strength and preceding research equation. Pre-consolidation of western and southern region showed similar trends undrained shearstrength and pre-consolidation pressure in proportion to unconfined compressive strength. Predicted results of U.S. NAVY. (1982) equation revealed a smallerror western 9.7 % and southern 0.4 %. Prediction correlation results of pre-consolidation using unconfined compressive strength revealed an error western 16.8% and southern 0.7 %. It was reported that less than 20 percent of pre-consolidation pressure prediction result of Casagrande forecasting error. Estimates ofpre-consolidation pressure are possible, before the standard consolidation test, because it was reported that less than 20 % of the forecasting errors of Casagrande.

참고문헌 (12)

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  2. Comparison of shear strength characteristics of normally consolidated clays. Proc. ASCE Research Conf. on Shear Strength of Cohesive Soils, Bouldr, "Bjerrum, L", 711~726 (1960)
  3. 조현구, "황해 남동 이질대 퇴적물의 점토광물분포 및 특성", 한국광물학회지, 25(3), pp.163~173 (2012), 한국광물학회[DOI]
  4. 강석범, "남해안 지역의 과압밀비에 대한 평가", 한국지반환경공학회 논문집, 13(4), pp.93~104 (2012), 한국지반환경공학회
  5. Kim, M. H, "Engineering Characteristics of Western and Southern Costal Marine Clay in Korea", doctor, pp.2015
  6. Lee, S. C, "A study on the estimation of undrained shear strength and preconsolidation pressure by N-Value", Korean Association of Professional Engineers Soil Mechanics & Foundation Engineering, pp.303~310 (2006)
  7. Mersi, G, "New Design procedure for stability of soft clays", Discussion, 101, pp.409~412 (1975), ASCE
  8. Mohammed, K. Al-Z, "Influence of Load Duration and Load Ratio on Preconsolidation Pressure", Journal of Engineering and Development, 12(3), pp.133~141 (2008)
  9. Shin ,T. W, "Analysis of Correlation with the Change by the rise and fall of Tide and Preconsolidation Pressure on the Sedimentary Clay", doctor, pp.2007
  10. Skempton, A. W, "Discussion: further data on the c", p ratio in normally consolidated clays, 1957, pp.7(2), 305~307
  11. Terzaghi, K, "Structure and volume of voids of soils", in endbanmechanik auf Bodenphysikalisher Grundlage, 10~13 (1925)
  12. U. S. NAVY, "Soil Mechanics, NAVFAC Design Manual", Naval Facilities Engineering Command, ~ (1982)

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