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압밀이론에 의한 침하량과 현장계측 침하량의 차에 의한 측방유동 침하량 산정

Estimation of Settlement Caused by Lateral Displacement by Means of the Differences of Settlements from Consolidation Theory and Field Measurement

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Abstract

In this study, it was developed that the software could be used to estimate consolidation settlement by curve fitting method according to Terzaghi's consolidation theory on the condition of gradual incremental loading, and the method of estimating settlement caused by lateral displacement was suggested, in which the settlement was calculated from the difference between the settlement calculated with the developed software using the early part of measured data and the settlement measured for the short duration from the beginning of embankment in the field. The verification of the suggested method of estimating settlement caused by lateral displacement showed good results.

참고문헌 (15)

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  10. Tan, S. A., "Comparison of the hyperbolic and Asaoka observational method of monitoring consolidation with vertical drains", Soils and Foundations, 36(3), pp.31~42 (1996)
  11. Tan, S. A., "Ultimate settlement by hyperbolic plot for clays with vertical drains", Journal of Geotechnical Engineering, 119(3), pp.950~1066 (1993)
  12. Tan, S. A., "Hyperbolic method for settlement in clays with vertical drains", Canadian Geotechnical Journal, 31, pp.125~131 (1994)
  13. Tan, S. A., "Validation of hyperbolic method for settlement in clays with vertical drains", Soils and Foundations, 35(1), pp.101~113 (1995)
  14. Terzaghi, K., "Theoretical Soil Mechanics", pp.286~289 (1943), John Wiley & Sons
  15. Tewatia, S. K., "Discussion about comparison of the hyperbolic and Asaoka observational methods of monitoring consolidation with vertical drains", Soils and Foundations, 38(2), pp.224~227 (1998)

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