Fig. 1. Method of tschebotarioff judgement
Fig. 2. Method of lateral movement index judgement
Fig. 3. Modelling example
Fig. 4. Plot of L vs. H and slope of D vs. Z
Fig. 5. Plot of L vs. H and slope of Z vs. Cc
Fig. 6. Plot of L vs. H and slope of Cc vs. D
Fig. 7. Plot of L vs. H and slope of H vs. Z
Fig. 8. Plot of L vs. H and slope of Z vs. Cc
Fig. 9. Plot of L vs. H and slope of Cc vs. H
Fig. 10. Plot of L vs. Z and slope of H vs. D
Fig. 11. Plot of L vs. Z and slope of D vs. Cc
Fig. 12. Plot of L vs. Z and slope of Cc vs. H
Fig. 13. Plot of L vs. Cc and slope of H vs. D
Fig. 14. Plot of L vs. Cc and slope of D vs. Z
Fig. 15. Plot of L vs. Cc and slope of Z vs. H
Table 1. Properties of steel pipe
Table 2. Ground properties
Table 3. Analytical condition
Table 4. Increasing ratio (R) of L with change of H
Table 5. Increasing ratio (R) of L with change of D
Table 6. Increasing ratio (R) of L with change of Z
Table 7. Increasing ratio (R) of L with change of Cc
참고문헌
- Terzaghi, K. and Peck, R.B. (1967), "Soil Mechanics in Engineering Practice", John Wiley and Sons. Inc, New York, 2nd Ed., pp.729.
- Skempton, A.W. and Jones, O.T. (1944) "Notes on the Compressibility of Clays" Quarterly Journal of the Geological Society, pp.100, pp.119-135.
- Choi, S.M. (2000), "A Study on the Relationship between the Physical Properties of Soil and the Compression Index of Soft Clay in Gyungnam Region", Master's Thesis, Changwon National University.
- Peck, R.B. (1969), "Advantages and Limitations of the Observational Method in Applied Soil Mechanics", Geotechnique, Volume 19 Issue 2, pp.171-187. https://doi.org/10.1680/geot.1969.19.2.171
- Tschebotarioff, G.P. (1973), "Foundations, Retaining and Earth Structure", McGraw-Hill, New York, pp.415-457.
- Tominaga and Hashimoto (1974), "On the Embankment Control Through the Field Measurement of Lateral Movements", The Japanese Geotechnical Society, No.830, pp.43-51.
- Matsuo, M. and Kawamura, K. (1977), "Diagram of Construction Control of Embankment on Soft Ground. Soil and Foundations", Soil and Foundations, Volume 17, No.3.
- Sekiguchi, H. and Shibata, T. (1979), "Undrained Behaviour of Soft Clay under Embankment Loading", Proc. 3rd Int. Conf. on Numer. Meth. in Geotech. Engrg.
- Hong, W.P. (1994), "A Study on Lateral Movement of Bridge Abutment on Soft Ground", Journal of the Korean geotechnical society, Volume 10, No.4, pp.53-65.
- Kwon, S.J. (1995), "A Numerical Analysis of Lateral Flow in Soft Foundation under Emankment", Master's Thesis, Chonnam National University.
- Chang, Y.C. and Choi, Y.C. (1996), "A Study on Application of Discriminant Equations In Korea", Journal of the Korean geotechnical society, Volume 1996, No.3, pp.249-256.
- Lee, H.G. (2008), "An Analytical Study of Reinforcement Length in the Protection Method of Lateral Movement", Doctor's Thesis, Changwon National University.
- Park, C.S., Kim, J.H., and Baek, J.S. (2013), "A Study on the Influence Range of Lateral Movement of Abutment on the Soft Clay by MCC Model", Korean geotechnical society, Volume 33, No.1.