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연약지반의 복합적 평가를 위한 전기비저항 탄성파 Flat DMT 장비 적용

Application of Resistivity Seismic Flat Dilatometer (RSDMT) System for Multiple Evaluation of the Soft Soil Site

  • 방은석 (한국지질자원연구원 광물자원연구본부) ;
  • 김영상 (전남대학교 해양토목공학과) ;
  • 박삼규 (한국지질자원연구원 광물자원연구본부) ;
  • 김동수 (한국과학기술원 건설 및 환경공학과)
  • 투고 : 2012.11.05
  • 심사 : 2012.12.07
  • 발행 : 2012.12.31

초록

딜라토메터 시험과 동시에 탄성파 속도와 전기비저항 값을 도출할 수 있는 전기비저항 탄성파 Flat DMT 장비를 소개하였다. 탄성파 속도 측정 부분의 신뢰성을 높이기 위해서 자동 가진원, PC기반 신호 획득 장비 및 운영 프로그램의 개발을 통해 자동화 시스템을 구축하였다. 실제 전기비저항 측정을 위해서 전기비저항 측정 모듈의 거리계수를 실험적으로 도출하였다. 개발된 장비의 현장 검증 실험을 연약 지반 개량 공사가 진행될 부지에서 수행하였으며 비교를 위해 SPT, 피에조 콘, 벤더 엘리먼트 실험 및 지표면 전기비저항 탐사 등을 동시에 수행하였다. 개발된 장비를 통해서 한 번의 관입 실험으로 다양한 지반 정수의 도출이 가능하였으며 모든 측정 모듈에서 반복성 및 신뢰성을 확인함으로써 개발된 장비를 검증하고 적용성을 평가할 수 있었다.

Resistivity seismic dilatometer (RSDMT) system is introduced. The resistivity module for obtaining resistivity-depth plot and seismic module for obtaining wave velocity-depth plot are attached to the conventional flat dilatometer testing equipment. To enhance the reliability and repeatability of seismic part in RSDMT, automatic testing system including automatic surface source, PC based data acquisition system and operating program was constructed. To obtain real resistivity value of soil, geometric factor for the array of electrodes in RSDMT was derived empirically. The verification studies for the developed RSDMT system were performed with SPT, CPTu, bender element test and DC resistivity survey. Through one penetration of RSDMT, various soil parameters were obtained and the reliability and repeatability of developed RSDMT system could be checked.

키워드

참고문헌

  1. Kim, D. S., Ko, G. B., Kim, Y. S., Bang, E. S., Shin, H. O., Yoon, J. S., Lee, Y. R., and Chang, H. S. (2005), "A Comparison Study of Borehole Seismic Test through Round Robin Test", KGS spring conference 2005 special session, pp.73-88.
  2. Kim, J. H. and Lee, M. J. (2006), "Inversion of geophysical data for time variable underground model", Proceeding of 2006 KSEG and KGS Joint Conference, Daejeon University, pp.117-122.
  3. Bang, E. S., Kim, D. S., and Yoon, J. K. (2006), "Refinement of Interpretation Method for Reliable VS profiling in Downhole Seismic Method", Journal of KSCE, Vol.26, No.3c, pp.157-170.
  4. Bang, E. S., Lee, S. H., Kim, J. T., and Kim, D. S. (2007), "A Study of Obtaining Reliable Travel Time Information in Downhole Seismic Method", Journal of Korean Geotechnical Society(KGS), Vol.23, No.8, pp.1-17.
  5. Lee, T. S. et al.(2002), Guideline for geophysical survey, Electrical Prospecting, Korean Society of Exploration Geophysics, pp.111-128.
  6. $DIPRO^{TM}$ Version 4.01 (2001), Processing and interpretation software for electrical resistivity data. Korea Institute of Geoscience and Mineral Resources (KIGAM), Daejeon, South Korea.
  7. Fukue, M., Minato, T., Matsumoto, M., Horibe H., and Taya N. (2001), "Use of a resistivity cone for detecting contaminated soil layers", Engineering Geology, Vol.60, pp.361-369. https://doi.org/10.1016/S0013-7952(00)00116-2
  8. Kamei, T. and Iwasaki, K. (1995), "Evaluation of undrained shear strength of cohesive soils using a Flat Dilatometer", Soils and Foundations, Vol.35, No.2, June, pp.111-116.
  9. Kim, D. S., Bang, E. S., and Kim, W. C. (2004), "Evaluation of various downhole data reduction methods to obtain reliable Vs profile", Geotechnical Testing Journal, Vol.27, No.6, pp.585-597.
  10. Lunne, T., Robertson, P. K., and Powell, J. J. M. (1997), "Cone Penetration Testing in Geotechnical Practice", Blackie Academic and Professional, p.312.
  11. Liao, T. (2005), "Post processing of cone penetration data assessing seismic ground hazards, with application to the new madrid seismic zone", Ph. D. dissertation, Georgia Institute of Technology.
  12. Marchetti, S. (1980), "In situ tests by flat dilatometer", ASCE Journal of Geotechnical Engineering Division, Vol.106, GT3: pp.299-321.
  13. Marchetti, S., Monaco, P., Totani, G., and Calabrese, M. (2001), "The Flat Dilatometer Test (DMT) in Soil Investigations" A Report by the ISSMGE Committee TC16. Proc. IN SITU 2001, Intnl. Conf. On In situ Measurement of Soil Properties, Bali, Indonesia, pp.41.
  14. Maugeri, M. and Monaco, P. (2006), "Liquefaction Potential Evaluation by SDMT", Proc. Second International Conf. on the Flat Dilatometer, Washington DC, pp.295-305.
  15. Mayne, P. W. (1992), Discussion of "Interpretation of OCR from In Situ Tests in Recent Clay Deposits in Singapore and Malaysia", Canadian Geotechnical Journal, Vol.29, No.1, pp.166-167. https://doi.org/10.1139/t92-019
  16. Mayne, P. W. (2000), "Enhanced Geotechnical Site Characterization by Seismic Piezocone Penetration Tests", Invited Lecture, Fourth International Geotechnical Conference, Cairo University, pp.95-120.
  17. Mayne, P. W., Christopher, B. R., and DeJong, J. (2001), Manual on Subsurface Investigations, National Highway Institute, Publication No. FHWA NHI-01-031, Federal Highway Administration, Washinton, DC.
  18. Robertson, P. K. (1990), "Soil Classification using the cone penetration test", Canadian Geotechnical Journal, Vol.27, No.1, pp.151-158. https://doi.org/10.1139/t90-014

피인용 문헌

  1. Estimation of undrained shear strength for saturated clay using shear wave velocity vol.35, pp.2, 2017, https://doi.org/10.1080/1064119X.2016.1140855