DOI QR코드

DOI QR Code

계측자료를 활용한 남해안 연약 점성토의 압축지수 산정

A Calculation of Compression Index of the South Coast Soft Clay Utilizing Field Measurement

  • Lee, Changouk (Kyungwon Engineering) ;
  • Park, Choonsik (School of Civil, Environmental and Chemical Engineering, Changwon University) ;
  • Kwon, Hyeonjin (Security & Construction Bureau, Gyeongsangnam-do) ;
  • Kim, Jonghwan (School of Civil, Environmental and Chemical Engineering, Changwon University)
  • 투고 : 2015.03.10
  • 심사 : 2015.05.04
  • 발행 : 2015.06.01

초록

본 연구는 국내의 대표적인 연약지반인 남해안 광양지역과 양산지역의 피스톤 샘플러와 대형블록시료로 수행된 실내시험 시료를 이용하여 교란도 분석을 시행하고 교란에 따른 실내시험 압축지수 특성을 평가하기 위하여 계측침하량 분석에 의한 역해석 압축지수와 비교 분석하였다. 본 연구대상지역의 피스톤 시료에 의한 실내시험 결과로 시료교란도 분석을 수행한 결과 대부분 시료가 품질이 불량한 것으로 평가되어 실내시험결과로 산정된 압축지수를 이용한 설계 예측침하량이 과소평가되었음을 알 수 있었다. 인근지역에서 수행된 시험자료에 대한 교란도 분석결과 대형블록시료가 피스톤 시료보다 교란도가 작은 것으로 분석되었다. 계측침하량을 이용한 장래침하량 예측기법인 쌍곡선법, Hoshino법, Asaoka법, ${\sqrt{S}}$법으로 예측한 결과 일부 측점의 예측자료를 제외하고는 예측기법별 신뢰도는 동일한 것으로 분석되었다. 피스톤 시료의 압축지수에 대한 교란영향을 보정하기 위하여 Schmertmann의 수정 압축지수와 계측침하량 분석에 의한 역해석 압축지수를 이용하여 피스톤 시료의 압축지수를 추정하는 새로운 보정식을 제시하였다.

This study analyzed degree of disturbance, using specimens by laboratory test with large block specimens and piston samplers collected from the Korea's two typical soft ground districts: South coast Gwangyang and Yangsan. To assess the characteristics of compression index of laboratory test incurred by disturbance, the compression index of laboratory test was compared with the back analysis compression index resulting from the analysis of the measured settlement. The analysis of specimen disturbance of the laboratory test results with the piston specimens of the two districts found that the qualities of most specimens were poor and the settlement predicted by the laboratory test compression index was underestimated. The analysis of test material taken from nearby areas proved that the disturbance degrees of large block specimens were lower than that of the piston specimens. The hyperbolic method, Hoshino method, Asaoka method, and ${\sqrt{S}}$ method, all of which are predictive methods using measured settlement, were employed to reach a conclusion that reliabilities of each predictive method except predictive material of a few points were the same. To compensate the disturbance effects on compression index of the piston specimens, we suggested a new modification formula that estimates compression index of piston specimens, using Schmertmann's corrected compression index, and back analysis compression index from the analysis of predictive settlement.

키워드

참고문헌

  1. Andersen, A. AA. and Kolstad, P. (1979), The NGI 54-mm samplers for undisturbed sampling of clays and representative sampling of coarser materials, In Proceedings of the International Symposium of Soil Sampling, State of the Art on Current Practice of Soil Sampling, Singapore, pp. 13-21.
  2. Asaoka, A. (1978), Observational procedeur of settlement prediction, Soils and Foundations, Vol. 18, No. 4, pp. 87-101. https://doi.org/10.3208/sandf1972.18.4_87
  3. Berre, T., Schjetne, K. and Sollie, S. (1969), Sampling disturbance of soft marine clays. In Proceedings 7th International Conference of Soil Mechanics and Foundation Engineering, Mexico, Vol. 1, pp. 21-24.
  4. Cao, L. E., Chang, M. F., The, C. I. and Na, Y. M. (2001), Back-calculation of consolidation parameters from field measurements at a reclamations site, Canadian Geotechnical Journal, Vol. 38, No. 4, pp. 755-769. https://doi.org/10.1139/t01-013
  5. Casagrande, A. (1936), The determination of the pre-consolidation load and its practical significance, Proceedings of the international Conference on Soil Mechanics and Foundation Engineering, Cambridge, Vol. 3, pp. 60-64.
  6. Chang, M. C., Kwag, J. M., Chung, S. G. and Pham, H. G. (2000), Effect of sample disturbance due to nonhomogeneity of yangsan clay, KSCE Conference, Vol. 2, pp. 251-254 (in Korean).
  7. Choi, H. K., Lee, D. M., Baek, S. H. and Chung, S. G. (1997), A new observation method and its application, KGS Fall Conference, pp. 37-48 (in Korean).
  8. Chung, S. G., Kim, G. J., Baek, S. H. and Lee, D. M. (1999), Prediction and field measurement of settlement due to preloading at the delta of nakdong river, Journal of the Korean Geotechnical Society, Vol. 15, No. 5, pp. 99-110 (in Korean).
  9. Chung, S. G., Kwag, J. M., Jang, W. Y. and Kim, D. G. (2002), Compressibility characteristics of estuarine clays in the nakdong river plain, Journal of the Korean Geotechnical Society, Vol. 18, No. 4, pp. 295-307 (in Korean).
  10. Horiuchi, T., Eiki, A. and Funahashi, M. (1987), Evaluation of sample quality by thin-wall sampling tube, In Proceeding of the 8th Asian Regional conference on Soil Mechanics and Foundation Engineering, Vol. 1, pp. 41-44.
  11. Hvorslev, M. J. (1949), Subsurface exploration and sampling of soils for civil engineering purpose, Vicksburg, Miss., (U.S. Army, Corps of Engineers) Waterways Experimental Station, pp. 521.
  12. Jamiolkowski, M., Ladd, C. C., Germaine, J. T. and Lancellotta, R. (1985), New developments in field and laboratory testing of soils, Theme Lecture No. 2, Proceedings of the XI International Conference on Soil Mechanics and Foundation Engineering, San Francisco, Vol. 1, pp. 57-154.
  13. Kim, D. B. and Ahn, T. B. (2008), Comparison of compressibility between the oedometer tests with the field measurements in namak clay, Journal of the Korean Geoenvironmental Society, Vol. 9, No. 5, pp. 15-20 (in Korean).
  14. Kim, Y. C., Kang, J. M., Yune, C. Y. and Kim, Y. S. (2006), A study on development of KICT large diameter sampler and evaluation of field applicability, KSCE Conference, pp. 4057-4060 (in Korean).
  15. Kim, Y. T. (1997), Consolidation analysis and application of back-analysis techniques for drainage-installed soft deposits, Ph D. dissertation, Korea Advanced Institute of Science of Technology, pp. 74-92 (in Korean).
  16. Kwon, K. H. (1997), Sample disturbance influencing undrained strength and compressibility due to sampling tube sizes, Master's thesis, Dong-A University, pp. 4-35 (in Korean).
  17. Lee, C. O. (2011), A study on the compression index characteristics by analyzing field measurement settlements, Ph D. dissertation, Changwon Univ., pp. 1-108 (in Korean).
  18. Lee, K. J., Lee, S. J. and Yoon, H. S. (2006), A verification for determination of soil properties using field measurement and back analysis, Journal of the Korean Geoenvironmental Society, Vol. 7, No. 5, pp. 5-11 (in Korean).
  19. Lee, K. W., Ryu, I. H. and Park, T. G. (2005), Reappraisal of compressibility properties of nakdong river estuarine clays from field measurement, KGS Spring Conference, pp. 1013-1022 (in Korean).
  20. Lee, Y. G. and Lee, Y. N. (1998), A study on the variation of soil properties and disturbance effects with sampling methods, Journal of the Korean Society of Civil Engineers, Vol. 18, No. III-5, pp. 699-709 (in Korean).
  21. Lunne, T., Berre, T. and Strandvik, S. (1997), Sample disturbance effects in soft low plastic Norwegian clay, In Symposium on Recent Developments in Soil and Pavement Mechanics, pp. 81-102.
  22. Olsson, J. (1925), Kolvborr, ny borrtyp for upptagning av lerprov., Tek. Tidskr., Upplaga V.V. 55, pp. 13-16 (in Russian).
  23. Pelletier, J. H., Olson, R. E. and Rixner, J. J. (1979), Estimation of consolidation properties of clay from field observation, Geotechnical Testing Journal, Vol. 2, No. 1, pp. 34-43. https://doi.org/10.1520/GTJ10586J
  24. Schmertmann, J. H. (1955), The undisturbed consolidation behavior of clay, Trans., ASCE, Vol. 120, pp. 1201-1233.
  25. Seo, J. Y. (2008), A study on the determination of soft ground characteristics based on result of field measurement, Master's thesis, Yeungnam University, pp. 71-72 (in Korean).
  26. Yu, S. J. (2007), Effects of disturbance on the strength and consolidation characteristics of marine clay, Ph D. dissertation, Suwon Univ., pp. 171-189 (in Korean).
  27. Yu, S. J., Kim, J. K. and Chae, Y. S. (2005), A study on the disturbance properties of kwang-yang by large scale consolidation test, KSCE Conference, pp. 3503-3506 (in Korean).