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Ground Subsidence Risk Ratings for Pre-excavation

굴착 전 지반함몰 예측을 위한 위험등급 분류

  • Ihm, Myeong-Hyek (Dept. of Construction Safety and Disaster Prevention Engineering, Daejeon University) ;
  • Shin, Sang-Sik (Jisan ENG Co., Ltd.) ;
  • Kim, Woo-Seok (Dept. of Infrastructure Safety Research, Korea Institute of Civil Engineering and Building Technology) ;
  • Kim, Hak Joon (Dept. of Construction Safety and Disaster Prevention Engineering, Daejeon University)
  • 임명혁 (대전대학교 건설안전방재공학과) ;
  • 신상식 (지산이엔지 주식회사) ;
  • 김우석 (한국건설기술연구원 인프라안전연구본부) ;
  • 김학준 (대전대학교 건설안전방재공학과)
  • Received : 2018.06.21
  • Accepted : 2018.12.21
  • Published : 2018.12.31

Abstract

The recent increase of ground subsidence in Korea requires the development of technology for predicting the possibility of ground subsidence. Eighteen parameters affecting the ground subsidence for pre-excavation are classified into 6 categories considering ground types, groundwater, and external factors. Eighteen parameters consists of a table which gives ground subsidence risk ratings for pre-excavation(GSRp). Certain scores are given to these parameters after they are divided into several classes considering the importance and the credibility of parameters and the engineering judgements of the authors. Because of the difference of ground subsidence factors depending on the ground and field conditions, weighting factors for the individual factor and for the each category are multiplied. Weighting factors are calculated from citation frequencies of influencing factors. Ground subsidence risk ratings for pre-excavation can be quantified by considering the individual score of each parameter and weighting factors for the individual factor and for the each category. The suggested GSRp tables obtained from this study are expected to be used by engineers for the estimation of ground subsidence risk ratings for pre-excavation sites.

최근 국내에서 지반함몰의 발생빈도가 증가하고 있으므로 지반함몰 가능성을 사전에 예측할 수 있는 기술개발이 필요하다. 본 연구에서는 굴착 전에 지반함몰에 영향을 미치는 18개의 인자들을 지반의 종류, 지하수, 외부 인자 등을 고려하여 6가지 카테고리로 분류하였다. 18개 인자들은 지반함몰 예측을 위한 굴착 전 적용 가능한 지반함몰 위험등급 분류(GSRp) 도표를 구성하는데, 이러한 영향인자들의 중요도, 신뢰성, 저자들의 공학적 판단 등을 종합적으로 고려하여 등급을 나눈 후 점수를 부여하였다. 지반조건과 현장 상황에 따라 적용되는 지반함몰 영향인자가 다르므로 영향인자 별 가중치와 카테고리 별 가중치가 곱해지게 되는데 가중치는 영향인자들의 인용 빈도수를 기준으로 결정되었다. 지반함몰 영향인자 별점수, 인자별 가중치, 지반조건에 따라 부여되는 가중치 등을 종합하여 계산하면 굴착 전의 지반함몰 위험등급을 정량화 할 수 있다. 본 연구를 통하여 제안된 GSRp 도표는 굴착 전 현장에서 실무자들이 지반의 지반함몰 위험성을 예측하는데 활용할 수 있을 것으로 기대된다.

Keywords

Table 1. Factors of Ground Subsidence risk Rating for pre-excavation (GSRp) due to geotechnical characteristics (modified from Park et al., 2017)

JJGHBG_2018_v28n4_553_t0001.png 이미지

Table 2. Score by grade for factors of Ground Subsidence Rating for pre-excavation (GSRp)

JJGHBG_2018_v28n4_553_t0002.png 이미지

Table 3. Abbreviation and constants for weighting factors for Ground Subsidence Risk rating for Pre-excavation (GSRp)

JJGHBG_2018_v28n4_553_t0003.png 이미지

Table 4. Weighting(y) by categories according to ground condition during pre-excavation (GSRp)

JJGHBG_2018_v28n4_553_t0004.png 이미지

Table 5. Final Rating (GSRp) for Ground Subsidence Risk

JJGHBG_2018_v28n4_553_t0005.png 이미지

References

  1. Anon, O. H., 1979, Classification of rocks and soils for engineering geological mapping, Part I: Rock and soil materials, Bull. Int. Assoc. Eng. Geol., 19, 364-371.
  2. Bell, F. G., 2000, Engineering properties of soils and rocks, Blackwell Science Ltd., Oxford.
  3. Bell, F. G., Cripps, J. C., and Culshaw, M. G., 1995, The significance of engineering geology to construction. Geological Society, London, Engineering Geology Special Publications 10.1, 3-29.
  4. Boone. S. J., 2004, Analysis of Wall and Ground Movements due to Deep Excavations in Soft Soil Based on a New Worldwide Database. Soil and foundations, 45(4), 87-98.
  5. Bruno, E., and Calcaterra, D., 2008, Development and morphometry of sinkholes in coastal plains of Apulia, southern Italy. Preliminary sinkhole susceptibility assessment, Engineering Geology 99, 198-209 https://doi.org/10.1016/j.enggeo.2007.11.017
  6. Carbognin, L., Gatto, P., and Mozzi, G., 1984, Case history no. 9.15: Ravenna, italy. Guidebook to studies of land subsidence due to ground-water withdrawal. UNESCO, Paris, 291-305.
  7. Charles, N., Erin, W. W., Leung, H. Y.and Lau, C. K., 2004, Inherent anisotropic stiffness of weathered geomaterial and its influence on ground deformations around deep excavations. Canadian Geotechnical Journal 41(1), 12-24. https://doi.org/10.1139/t03-066
  8. Cheng, Y., Zhang, J. and Peng, J., 2013,. ArcGIS-based evaluation of geo-hazards at Yaozhou County, Shaanxi, China. Journal of Rock Mechanics and Geotechnical Engineering 5(4), 330-334. https://doi.org/10.1016/j.jrmge.2012.11.002
  9. Cho, S. H. and Lee, K. S., 2014, Cause of ground subsidence in urban areas case analysis and countermeasures(Oversea Cases), The Journal of Disaster Prevention, Korea Disaster Prevention Association, 16, 3-60 (in Korean with English Abstract).
  10. Choi, S. K. and Baek, S. H., 2016, Geotechnical investigation on the causes and countermeasures of ground subsidence due to tunnel and underground installation, Journal of Korean Tunnelling and Underground Space Association, 18(2), 143-154. (in Korean with English Abstract). https://doi.org/10.9711/KTAJ.2016.18.2.143
  11. Choi, S. W., 2005, Development and analysis of ground subsidence mechanism, Tunnel and underground space, 15(3), 195-212. (in Korean with English Abstract).
  12. Choi, W. S. and Kim, E. S., 2015, Ground subsidence of limestone mine saturated with groundwater, The Journal of engineering geology, 25(4), 511-524. (in Korean with English Abstract). https://doi.org/10.9720/kseg.2015.4.511
  13. Cividini, A., Bonomi, S., Vignati, G. C., and Gioda, G., 2009, Seepage-induced erosion in granular soil and consequent settlements.. International Journal of Geomechanics 9(4), 187-194. https://doi.org/10.1061/(ASCE)1532-3641(2009)9:4(187)
  14. Dobrescu, C., and Siminea, I., 2009, Environmental factors and local soil condition influence related to susceptible soil liquefaction in seismic risk assessment. Annals Food Science and Technology 10(2), 537-542.
  15. Figueroa V., G. E., 1984, Case history No. 9.8 Mexico, DF, Mexico. Guidebook to studies of land subsidence due to ground-water withdrawal, Studies and Reports in Hydrology 40, 217-232.
  16. Hou, Y., Fang, Q., Zhang, D., and Wong, L. N. Y., 2015, Excavation failure due to pipeline damage during shallow tunnelling in soft ground. Tunnelling and Underground Space Technology 46, 76-84. https://doi.org/10.1016/j.tust.2014.11.004
  17. Hu, Z. F., Yue, Z. Q., Zhou, J., and Tham, L. G., 2003, Design and construction of a deep excavation in soft soils adjacent to the Shanghai metro tunnels. Canadian Geotechnical Journal, 40(5), 933-948. https://doi.org/10.1139/t03-041
  18. Ihm, M. H., 2018, Ground subsidence risk rating(GSR 1.0) for prediction of sink-hole and ground collapse, Geotechnical Engineering Society of Korea, 2018 Spring Conference, 24-25 (in Korean with English Abstract).
  19. Ihm, M. H., Jang, Y. J., Kim, H. J., Park, J. Y., and Shin, S. S., 2017, Ground subsidence risk rating(GSR) in order to predict ground subsidence, Engineering Geological Society of Korea, 2017 Fall Conference, 43-43 (in Korean).
  20. Ihm, M. H., Park, J. Y., Jang, E. G., and Kim, W. S., 2016, "Extraction of influence factor for evaluation of ground subsidence risk rating, Korean Geosynthetics Society, 2016 Fall Conference, 15-16 (in Korean).
  21. Jesus, G., and Francisco G., 2008, A sinkhole susceptibility zonation based on paleokarst analysis along a stretch of the Madrid-Barcelona high-speed railway built over gypsum- and salt-bearing evaporites (NE Spain), Engineering Geology, 102, 1-2. https://doi.org/10.1016/j.enggeo.2008.01.018
  22. Kim, J. H., 2014, Experimental study on the ground failure prevention by soft ground excavation, Journal of the Korean Society of Civil Engineers, 34(3), 907-917. (in Korean with English Abstract). https://doi.org/10.12652/KSCE.2014.34.3.0907
  23. Kim, J. Y., Jang, H. S., Kim, Y., Hyun, H. J. and Kim, G. S., 1995, Application of seismic tomography to the Investigation of underground structure in Gupo train accident area. The Journal of Engineering Geology, 5(1), 1-20. (in Korean with English Abstract).
  24. Kwon, K. S. and Lee, J. Y., 2001, GIS for ground settlement analysis considering the surface conditions, The Journal of Natural Environmental Geology, 34(6), 595-600 (in Korean with English Abstract).
  25. Lamb, B. and Shiau, J., 2014, A physical and numerical investigation into sinkhole formation, Fourth International Conference on Geotechnique, Construction Materials and Environment, Brisbane, Australia, 1-6.
  26. Lee, D. Y. and Kim, D. M., 2016, Geotechnical approach to groundwater deposition by sewer pipeline, Korean Geotechnical Society Conference, 3-4. (in Korean with English Abstract).
  27. Lee, K. Y., Lee, S. Y., OK, J. A., Ha, G. C., Han, S. H., and Lee, H. D., 2014, Basic study for preparing and using geotechnical ground subsidence risk, Kyung-gi Research Institute, 62, 44p. (in Korean with English Abstract).
  28. Moormann, C. H. and Moormann, H. R. 2002, A study of wall and ground movements due to deep excavations in soft soil based on worldwide experiences. Proceedings of the 3rd International Symposium, Geotechnical Aspects of Underground Construction in Soft Ground, 51-56.
  29. Oh, D. W. and Ahn, H. Y., 2016, A study on the range of influence of surface subsidence due to sewer tube failure in sandy soils with various relative density by model test, Korea Geotechnical Society, 32, 19-30 (in Korean with English Abstract).
  30. Park, I. J., 2015, Sinkhole status and its measures, The Journal of Disaster Prevention, Korea Disaster Prevention Association, 17(2), 64-72. (in Korean with English Abstract).
  31. Park, J. Y., Jang, Y. J., Kim, H. J. and Ihm, M. H., 2017, Ground subsidence risk rating(GSR) in order to prediction of ground subsidence during excavation, The Journal of Engineering Geology, 27(2), 1-12 (in Korean with English Abstract).
  32. Perrin, J., Cartannaz, C., Noury, G., and Vanoudheusden, E., 2015, A multicriteria approach to karst subsidence hazard mapping supported by weights-of-evidence analysis. Engineering Geology 197, 296-305.
  33. Powers, J. P., 1992. Construction dewatering, New methods and applications, 2nd ed. John Wiley & Sons, New York, 495p.
  34. Reddy, K. R., and Jeffrey A. A., 2001, Effects of soil heterogeneity on airflow patterns and hydrocarbon removal during in situ air sparging. Journal of Geotechnical and Geoenvironmental Engineering 127(3), 234-247. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:3(234)
  35. Roboski, J., and Richard J. F., 2006, Distributions of ground movements parallel to deep excavations in clay. Canadian Geotechnical Journal 43(1), 43-58. https://doi.org/10.1139/t05-091
  36. Sakai, H., and Maeda, K., 2009, Seepage failure and erosion mechanism of granular material with evolution of air bubbles using SPH. AIP Conference Proceedings. eds. Masami Nakagawa, and stefan luding. 1145(1), AIP, 2009.
  37. Shin, J. H., Park, C., Song, W. K., Han, G. C., and Kim, J. H., 2004, Evaluation of subsidence stability of limestone area, Korean Society for Rock mechanics, Fall Conference, 1, 159-170. (in Korean with English Abstract).
  38. Singh, K. B., 2007, Pot-hole subsidence in son-Mahanadi master coal basin. Engineering Geology, 89(1), 88-97. https://doi.org/10.1016/j.enggeo.2006.09.011
  39. Thinh, H. P., and Ludmila, A., 2015, Prediction maps of land subsidence caused by groundwater exploitation in Hanoi, Vietnam, Resource Efficient Technologies, 1, 80-89. https://doi.org/10.1016/j.reffit.2015.09.001
  40. Tudes, S., 2012, Correlation between geology, earthquake and urban planning. INTECH Open Access Publisher, 417-434.
  41. Vilar, O. M., and Roger A. R., 2011, Collapse behavior of soil in a Brazilian region affected by a rising water table. Canadian Geotechnical Journal 48(2), 226-233. https://doi.org/10.1139/T10-065
  42. Woo, K. S., Eberhardt, E., Elmo, D., and Stead, D., 2013, Empirical investigation and characterization of surface subsidence related to block cave mining, International Journal of Rock Mechanics and Mining Sciences, 61, 31-42. https://doi.org/10.1016/j.ijrmms.2013.01.015
  43. Yoo, C. S. and Kim, S. B., 2007, A study on ground subsidence due to groundwater drawdown during tunnelling, The Journal of Korean Tunneling and Underground Space Association, 9(4), 361-375.