DOI QR코드

DOI QR Code

Detection of anomalous features in an earthen dam using inversion of P-wave first-arrival times and surface-wave dispersion curves

P파 초동주시와 표면파 분산곡선 역산을 통한 흙댐의 이상대 탐지

  • Kim, K.Y. (Department of Geophysics, Kangwon National University) ;
  • Jeon, K.M. (Office of Technology, Daewoo Shipbuilding Marine Engineering E&R) ;
  • Hong, M.H. (E&P Technology Team, LG International Corp.) ;
  • Park, Young-Gyu (Office of Environmental Geology, Korea Rural Community Corporation)
  • Received : 2010.10.31
  • Accepted : 2010.12.13
  • Published : 2011.02.28

Abstract

To locate anomalous features including seepage pathways through the Daeryong earth-fill dam, P and Rayleigh waves were recorded along a 250-m profile on the crest of the dam. Seismic energy was generated using a 5-kg sledgehammer and detected by 24 4.5-Hz vertical-axis geophones installed at 3-m intervals. P-wave and apparent S-wave velocities of the reservoir dam and underlying bedrock were then inverted from first-arrival traveltimes and dispersion curves of Rayleigh waves, respectively. Apparent dynamic Poisson's ratios as high as 0.46 were obtained at the base of the dam near its north-east end, where an outlet conduit occurs, and in the clay core body near the south-west end of the profile where the dam was repeatedly grouted to abate seepage before our survey. These anomalies of higher Poisson's ratios in the upper part of clay core were also associated with effusion of grout on the downstream slope of the dam during post-survey grouting to abate leakage. Combining P-wave traveltime tomography and inversion of Rayleigh wave velocities was very effective in detecting potential pathways for seepage and previous grouted zones in this earthen dam.

대룡 흙댐익 누수경로를 포함한 이상대 탐지를 위하여, 댐 정상부의 250 m 측선을 따라 P 파와 레일리파를 기록하였다. 5 kg 해머를 이용하여 인공적으로 소규모 지진파를 발생시켰으며, 3m 간격으로 설치한 4.5 Hz 수직지오폰 24개로 탐지하였다. 이 저수지댐과 하부 기반암의 P파 속도와 S파 겉보기속도를 초동주시와 레일리파 분산곡선 역산으로 각각 구하였다. 겉보기 동포아송비가 0.46에 달하는 높은 값들이 복통이 위치한 북서쪽 끝부분의 댐 기저와 누수저지를 위해 과거 여러 차례 그라우팅 작업을 실시한 측선 남서쪽 끝 부분의 점토코아 내에서 탐지되었다. 상부 점토코아의 높은 포아송비를 갖는 이 이상대는, 조사 후 실시한 그라우팅 작업 시 그라우트 물질이 유출된 부분에 해당한다. P파 토모그래피와 레일리파 분산곡선 역산을 함께 사용하면 흙댐의 잠재적 누수경로 및 기존 그라우팅 위치를 매우 효과적으로 탐지할 수 있다.

Keywords

References

  1. Biot, M. A., 1956a, Theory of propagation of elastic waves in a fluid-saturated porous solid – II. Low-frequency range: Journal of the Acoustic Society of America, 28, 168-178. doi:10.1121/1.1908239
  2. Biot, M. A., 1956b, Theory of propagation of elastic waves in a fluid-saturated porous solid – II. Higher frequency range: Journal of the Acoustic Society of America, 28, 179-191. doi:10.1121/1.1908241
  3. Budaev, B. V., and Bogy, D. B., 1998, Rayleigh wave scattering by two adhering elastic wedges: Proceedings of the Royal Society of London. Series A, 454, 2949-2996. doi:10.1098/rspa.1998.0287
  4. Carnevale, M., and Hager, J., 2008, Combined ground penetration radar and MASW surveys to locate dam seeps, Symposium on the Applications of Geophysics to Engineering and Environmental Problems (SAGEEP), pp. 997-1006.
  5. Chang, H., and Lee, T. S., 2001, Current use of geophysical site characterization techniques for civil engineering in Korea, Proc. of 4th Int. Workshop on Application of Geophysics to Rock Engineering, Beijing, China, Int. Soc. Rock Mech. News J., 7(1), 45-52.
  6. Chen, C., Liu, J., Xia, J., and Li, Z., 2006, Integrated geophysical techniques in detecting hidden dangers in river embankments: Journal of Environmental & Engineering Geophysics, 11, 83-94. doi:10.2113/ JEEG11.2.83
  7. Cho, I., and Yeom, J.-Y., 2007, Crossline resistivity tomography for the delineation of anomalous seepage pathways in an embankment dam: Geophysics, 72, G31-G38. doi:10.1190/1.2435200
  8. Dakoulas, P., 1993, Earth dam-canyon interaction effects for obliquely incident SH waves: Journal of Geotechnical Engineering, 119, 1696-1716. doi:10.1061/(ASCE)0733-9410(1993)119 : 11(1696)
  9. Domenico, S. N., 1977, Elastic properties of unconsolidated porous sand reservoirs: Geophysics, 42, 1339-1368. doi:10.1190/1.1440797
  10. Dunsan, A., 1986, Resistivity methods applied to the investigation of earth embankments: First Break, 14, 19-23.
  11. Dutta, N. P., 1984, Seismic refraction method to study the foundation rock of a dam: Geophysical Prospecting, 32, 1103-1110. doi:10.1111/j.1365- 2478.1984.tb00757.x
  12. Dvorkin, J., and Nur, A., 1996, Elasticity of high-porosity sandstones: theory for two North Sea data sets: Geophysics, 61, 1363-1370. doi:10.1190/1.1444059
  13. Geertsma, J., 1961, Velocity log interpretation: an effect of rock bulk compressibility: Society of Petroleum Engineers AIME Transactions, 222, 235-253.
  14. GMIK, 1975, Geological map of Korea (1 : 50,000) – Hong Cheon (Sheet 6727-II): Geological and Mineral Institute of Korea, Seoul.
  15. Gregory, A. R., 1976, Fluid saturation effects on dynamic elastic properties of sedimentary rocks: Geophysics, 41, 895-921. doi:10.1190/1.1440671
  16. Hartzell, S., Harmsen, S., Williams, R. A., Carver, D., Frankel, A., Choy, G., Liu, P.-C., Jachens, R. C., Brocher, T. M., and Wentworth, C. M., 2006, Modeling and validation of a 3D velocity structure for the Santa Clara Valley, California, for seismic-wave simulations: Bulletin of the Seismological Society of America, 96, 1851-1881. doi:10.1785/ 0120050243
  17. Haskell, N. A., 1953, The dispersion of surface waves in multilayered media: Bulletin of the Seismological Society of America, 43, 17-34.
  18. Hayashi, K., and Suzuki, H., 2004, CMP cross-correlation analysis of multi-channel surface-wave data: Exploration Geophysics, 35, 7-13. doi:10.1071/EG04007
  19. Hock, S., Ivanov, J., and Miller, R.D., 2007, Test for detecting an impermeable water barrier in an earth-fill dam in Austria using MASW method, Symposium on the Applications of Geophysics to Engineering and Environmental Problems (SAGEEP), pp. 621-628.
  20. Hunter, L. E., Powers, M. H., Haines, S., Asch, T., and Burton, B. L., 2007, Geophysical investigation of the success dam foundation: an overview, 2007, Symposium on the Applications of Geophysics to Engineering and Environmental Problems (SAGEEP), pp. 21-30.
  21. Kim, J.-H., Yi, M.-J., Song, Y., Seol, S. J., and Kim, K.-S., 2007, Application of geophysical methods to the safety analysis of an earth dam: Journal of Environmental & Engineering Geophysics, 12, 221-235. doi:10.2113/ JEEG12.2.221
  22. Kim, J. T., Kim, D. S., Park, H. J., Bang, E. S., and Kim, S. W., 2010, Evaluation of the applicability of the surface wave method to rock fill dams: Exploration Geophysics, 41, 9-23.doi:10.1071/EG09054
  23. Kim, J. T., Kim, D. S., Park, H. J., Bang, E. S., and Kim, S. W., 2010, Evaluation of the applicability of the surface wave method to rock fill dams: Butsuri-Tansa, 63, 9–23.
  24. Kim, J. T., Kim, D. S., Park, H. J., Bang, E. S., and Kim, S. W., 2010, Evaluation of the applicability of the surface wave method to rock fill dams:Jigu-Mulli-wa-Mulli-Tamsa, 13, 9–23.
  25. Kitsunezaki, C., Goto, N., Kobayashi, Y., Ikawa, T., Horike, M., Saito, T., Kurota, T., Yamane, K., and Okuzumi, K, 1990, Estimation of P- and S-wave velocities in deep soil deposits for evaluating vibrations in earthquakes: SINEN-SAIGAI-KAGAKU, 9(3), 1-17.
  26. Korea Rural Community and Agriculture Corporation, 2005, Detailed Safety Inspection Report on Daeryong Reservoir, Korea Agricultural and Rural Infractructure Corporation (current Korea Rural Community Corporation).
  27. Lo, T., and Inderwiesen, P., 1994, Fundamentals of Seismic Tomography. Tulsa: Society of Exploration Geophysicists.
  28. Ludwig, W. J., Nafe, J. E., and Drake, C. L., 1970, Seismic refraction in the Sea, vol. 4, part 1: Wiley-Interscience, p. 74.
  29. Miller, R. D., Markiewicz, R. D., Block, L., Hartung, S., Hancock, W. E., Ivanov, J., and Xia, J., 2007, Seismic reflection: upstream, downstream, and on earthen dams and dikes, Symposium on the Applications of Geophysics to Engineering and Environmental Problems (SAGEEP), pp. 861-869.
  30. Nie, Y., Chen, H., and Wang, J., 2001, Study on a reflection technique for detecting the thickness of rock-filled dike in Shenzhen, China: Chinese Journal of Rock Mechanics and Engineering, 20, 1893-1896.
  31. Park, C. B., Miller, R. D., and Xia, J., 1998a, Ground roll as a tool to image near-surface anomaly, 68th Ann. Internat. Mtg, Soc. Expl. Geophys., Expanded Abstracts, pp. 874-877.
  32. Park, C. B., Miller, R. D., and Xia, J., 1998b, Imaging dispersion curves of surface waves on multichannel record, 68th Ann. Internat. Mtg, Soc. Expl. Geophys., Expanded Abstracts, pp. 1377-1380.
  33. Park, C. B., Miller, R. D., and Xia, J., 1999, Multichannel analysis of surface waves: Geophysics, 64, 800-808. doi:10.1190/1.1444590
  34. Powers, M. H., Haines, S., and Burton, B. L., 2007, Compressional and shear wave seismic refraction tomography at Success Dam, Porterville, California, Symposium on the Applications of Geophysics to Engineering and Environmental Problems (SAGEEP), vol. 20, pp. 31-40.
  35. Prasad, M., 2002, Acoustic measurements in unconsolidated sands at low effective pressure and overpressure detection: Geophysics, 67, 405-412. doi:10.1190/1.1468600
  36. RDC, 1999, Detailed Safety Inspection Report on Daeryong Reservoir, Rural Development Corporation (current Korea Rural Community Corporation).
  37. Rix, G. J., and Leipski, E. A., 1991, Accuracy and resolution of surface wave inversion, in S. K. Bhatia and G. W. Blaney, eds. Recent advances in instrumentation, data acquisition and testing in soil dynamics: American Society of Civil Engineering, pp. 17-32.
  38. Saito, H., 1989, Traveltimes and raypaths of first arrival seismic waves: Computation method based on Huygens' principle. Expanded Abstracts, pp. 244-247. Tulsa: Society of Exploration Geophysicists.
  39. Thomson, W. T., 1950, Transmission of elastic waves through a stratified solid: Journal of Applied Physics, 21, 89-93. doi:10.1063/1.1699629
  40. Todorovska, M. I., and Lee, V. W., 1990, A note on response of shallow circular valleys to Rayleigh waves – analytical approach: Earthquake Engineering and Engineering Vibration, 10, 21-34.
  41. Xia, J., Miller, R. D., and Park, C. B., 1999, Estimation of near-surface shearwave velocity by inversion of Rayleigh waves: Geophysics, 64, 691-700. doi:10.1190/1.1444578
  42. Zimmer, M., Prasad, M., and Mavko, G., 2002, Pressure and porosity influences on Vp-Vs ratio in unconsolidated sands: The Leading Edge, 21, 178-183. doi:10.1190/1.1452609