All Issue

2007 Vol.44, Issue 2
30 April 2007. pp. 95-106
Abstract
This study is focused on defining the stress deformation history and the capable fault type under the stress state in a fault zone, Weolseong area, using calcite twin, healed microcrack, hydraulic fracturing test. From the average twin strain, thickness and intensity, and the appearance of twins, it is estimated that calcite twins were produced under temperatures approximately lower than 70 ℃. The maximum shortening axis obtained from twins in calcite veins was oriented in NNE-SSW, and the fault type estimated from the stress states of calcite twins is a normal fault. The maximum horizontal stress determined from healed microcracks in quartz was dominantly oriented in NE-SW. Comparing the results of paleostress from calcite twins and healed microcracks and those obtained from previous studies, it is suggested that paleostress was applied to NNE-SSW or NE-SW direction in the late Oligocene to the early Miocene. In addition, the magnitudes of vertical, maximum and minimum horizontal stresses calculated by a hydraulic fracturing test were σv=1.121 MPa, σh=2.800 MPa, σH=3.187 MPa, respectively. It means that these stress states are related with a thrust fault. The calculated average stress ration (Kave) is 2.670, the tensile strength (σT) is 4.267 MPa, and the maximum horizontal stress was oriented in 163.5° (NNW-SSE) from the true north. Considering the directions of stress fields obtained from above three methods, it is suggested that the state of stress in the study area might be changed from NNE-SSW or NE-SW in the past to NNW-SSE in the present.
본 연구는 단층대가 관찰되는 월성지역에 대해 방해석 쌍정, 아문미세균열, 수압파쇄시험 등을 이용하여 연구지역에 대한 응력의 변형사와 응력상태하에서 발달 가능한 단층의 형태를 규정하는데 중점을 두었다. 쌍정의 평균 변형률, 두께, 치밀도와 쌍정의 형태로부터 연구지역에서 쌍정의 생성 온도를 추정해 보면 약 70 ℃ 이하였다. 방해석 맥내의 쌍정으로부터 얻은 최대수축 방향은 NNE-SSW이며, 이때 작용한 응력장으로부터 발생될 단층의 형태는 정단층일 것으로 판단된다. 그리고 석영내의 아문미세균열로부터 결정한 최대수평응력은 뚜렷한 NE-SW 방향을 가리켰다. 기존의 고응력장과 이 연구의 결과를 비교해 볼 때, 연구지역에는 제3기 올리고세 후기부터 마이오세 초기 동안 NNE-SSW나 NE-SW 방향의 고응력장이 작용했음을 시사한다. 수압파쇄시험에 의해 산정한 수직, 최소 및 최대수평응력의 크기는 σv=1.121 MPa, σh=2.800 MPa, σH=3.187 MPa으로 나타났으며, 이들 응력상태는 스러스트단층을 발생시키는 응력상태와 관련됨을 의미한다. 수압파쇄에 의한 평균측압계수(Kave)는 2.670, 인장강도(σT)는 4.267 MPa이며, 최대수평응력의 방향은 진북을 기준으로 163.5°(NNW-SSE)로 나타났다. 이상의 세 방법으로부터 얻어진 응력장의 방향을 고려해 볼 때, 연구지역의 응력상태는 과거의 NNE-SSW나 NE-SW 방향에서 현재의 NNW-SSE 방향으로 변화하였음을 지시한다.
References
  1. 김동학, 황재하, 박기화, 송교영, 1998, “1:250,000 부산 지질도폭 설명서,” 한국지질자원연구원.
  2. 김영석, 박준영, 김정빈, 2002, “신월성 원전 지질조사 보고서 -신월성(봉길) 원전 부지반경 1 km 지역 정밀지질조사 자문보고서-”
  3. 김인수, 1992, “새로운 동해의 성인모델과 양산단층계의 주향이동운동,” 지질학회지, 제28권, pp. 84-109.
  4. 문태현, 손문, 장태우, 김인수, 2000, “한반도 동남부 제3기 분지 지역에서의 신생대 고응력장 복원,” 지구과학회지, 제21권, pp. 230-249.
  5. 손문, 정혜윤, 김인수, 2002, “한반도 남동부 연일구조선남부 일원의 지질과 지질구조,” 지질학회지, 제38권, pp. 175-197.
  6. 이현구, 문희수, 민경덕, 김인수, 윤혜수, 이타야테츠마루, 1992, “포항 및 장기분지에 대한 고지자기, 층서 및 구조 연구; 화산암류의 K-Ar 연대,” 광산지질, 제25권, pp. 337-349.
  7. 장보안, 강성승, 1998, “조선누층군 석회암내의 방해석 쌍정에 나타난 고응력장 연구,” 지질공학회지, 제8권, pp. 75-86.
  8. 장보안, 김정애, 1996, “월악산, 속리산 일대의 화강암체내에 분포하는 아문 미세균열 및 유체포유물에 의한 중생대 백악기 고응력장,” 지질학회지, 제32권, pp. 291-301.
  9. 최성웅, 이병주, 신희순, 2005, “양산단층대 주변의 현지암 반응력 분포특성에 관한 역학적・지질공학적 연구,” 한국지구시스템공학회지, 제42권, pp. 214-224.
  10. Amadei B. and Stephansson O., 1997, “Rock stress and its measurement,” Chapman & Hall, London.
  11. Anderson E.M., 1951, “The dynamics of faulting and dyke formation with applications to Britain. Oliver and Boy,” Edinburgh.
  12. Brown E.T. and Hoek E., 1978, “Trends in relationships between measured in situ stresses and depth,” Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., Vol. 15, pp. 211-215.
  13. Burkhard M., 1993, “Calcite twins, their geometry, appearance and significance as stress-strain markers and indicators of tectonic regime: a review,” J. Struc. Geol., Vol. 15, pp. 351-368.
  14. Choi P.Y., Kwon S.K., Hwang J.H., Lee S.R., and An G.O., 2001, “Paleostress analysis of the Pohang-Ulsan area, Southeast Korea: tectonic sequence and timing of block rotation,” Geosci. J., Vol. 5, pp. 1-18.
  15. Enever J.R., Cornet F., and Roegiers J.C., 1992, “ISRM commission on interpretation of hydraulic fracture records,” Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., Vol. 29, pp. 69-72.
  16. Evans M.A. and Groshong Jr., R.H., 1994, “Microcomputer techniques and applications: a computer program for the calcite strain gauge technique,” J. Struc. Geol., Vol. 16, pp. 227-281.
  17. Ferrill D.A., 1991, “Calcite twin widths and intensities as metamorphic indicators in natural low-temperature deformation of limestone,” J. Struc. Geol., Vol. 13, pp. 667-675.
  18. Ferrill D.A., 1998, “Critical re-evaluation of differential stress estimates from calcite twins in coarse-grained limestones,” Tectonophysics, Vol. 285, pp. 77-86.
  19. Friedman M. and Conger F.B., 1964, “Dynamic interpretation of calcite twin lamellae in a naturally deformed fossil,” J. Geology, Vol. 72, pp. 361-368.
  20. González-Casado J.M. and García-Cuevas C., 1999, “Calcite twins from microveins as indicators of deformation history,” J. Struc. Geol., Vol. 21, pp. 875-889.
  21. Groshong Jr., R.H., 1972, “Strain calculated from twinning in calcite,” Geol. Soc. Am. Bull., Vol. 83, pp. 2025-2048.
  22. Groshong Jr., R.H., Teufel L.W., and Gasteiger C., 1984, “Precision and accuracy of the calcite strain-gauge technique,” Geol. Soc. Am. Bull., Vol. 95, pp. 357-363.
  23. Haimson B.C., 1977, “Recent in-situ stress measurements using the hydrofracturing technique,” Proc. 18th US Symp. Rock Mech., Golden, Johnson Publ., 4C2-1-4C2-6.
  24. Haimson B.C. and Cornet F.H., 2003, “ISRM suggested methods for rock stress estimation-Part 3: hydraulic fracturing (HF) and/or hydraulic testing of pre-existing fractures (HTPF),” Int. J. Rock Mech. Min. Sci., Vol. 40, pp. 1011-1020.
  25. Haimson B.C., Lee M.Y., and Song I., 2003, “Shallow hydraulic fracturing measurements in Korea support tectonic and seismic indicators of regional stress,” Int. J. Rock Mech. Min. Sci., Vol. 40, pp. 1243-1256.
  26. Hayashi K. and Ito T., 1993, “In situ stress measurement by hydraulic fracturing at the Kamaishi mine,” Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., Vol. 30, pp. 951-957.
  27. Herget G., 1993, “Rock stresses and rock stress monitoring in Canada,” Compressive Rock Engineering, Pergamon Press, Oxford, Chapter 19, 3, 473-496.
  28. Jang B.A., 1991, “Numerical Modeling of healed crack orientations in granite,” J. Geol. Soc. Korea, Vol. 27, pp. 319-329.
  29. Jang B.A., 1992, “Characteristics of healed microcracks in granite based on numerical modeling,” J. Geol. Soc. Korea, Vol. 28, pp. 458-470.
  30. Jang B.A., Wang H.F., Ren X., and Kowallis B.J., 1989, “Precambrian paleostress from microcracks and fluid inclusions in the Wolf River batholith of central Wisconsin,” Geol. Soc. Am. Bull., Vol. 101, pp. 1457-1464.
  31. Kang S.S., Jang B.A., Kang C.W., Obara Y., and Kim J.M., 2002, “Rock stress measurements and the state of stress at an open-pit limestone mine in Japan,” Eng. Geol., Vol. 67, pp. 201-217.
  32. Kowallis B.J., Wang H.F., and Jang B.A., 1987, “Healed microcrack orientations in granite from Illinois borehole UPH-3 and their relationship to the rock’s stress history,” Tectonophysics, Vol. 135, pp. 297-306.
  33. Kranz R.L., 1983, “Microcracks in rocks: A review,” Tectonophysics, Vol. 100, pp. 449-480.
  34. Lacombe O., 2001, “Paleostress magnitudes associated with development of mountain belts: Insight from tectonic analyses of calcite twins in the Taiwan Foothills,” Tectonics, Vol. 20, pp. 834-849.
  35. Lee M.Y. and Haimson B.C., 1989, “Statistical evaluation of hydraulic fracturing stress measurement parameters,” Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., Vol. 26, pp. 447-456.
  36. Lespinasse M. and Pêcher A., 1986, “Microfracturing and regional stress field: a study of the preferred orientations of fluid-inclusion planes in a granite from the Massif Central, France,” J. Struct. Geol., Vol. 8, pp. 169-180.
  37. Lim H.U. and Lee J.I., 1995, “Fifteen years experience on rock stress measurements in South Korea,” Int. Workshop on rock stress measurement at great depth, Tokyo, Japan, 8th ISRM Cong., 7-12.
  38. Lund B. and Zoback M.D., 1999, “Orientation and magnitude of in situ stress 6.5 km depth in the Baltic Shield,” Int. J. Rock Mech. Min. Sci., Vol. 36, pp. 169-190.
  39. Pêcher A., Lespinasse M. and Leroy J., 1985, “Relations between fluid inclusion trails and regional stress field: a tool for fluid chronology - an example of an intragranitic uranium ore deposit (northwest Massif Central, France),” Lithos, Vol. 18, pp. 229-237.
  40. Pine R.J. and Kwakwa K.A., 1989, “Experience with hydrofracture stress measurements to depths of 2.6 km and implications for measurements to 6 km in the Carnmenellis granite,” Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., Vol. 26, pp. 565-571.
  41. Ren X., Kowallis, B.J., and Best, M.G., 1989, “Paleostress history of the Basin and Range province in western Utah and eastern Nevada from healed microfracture orientations in granites,” Geology, Vol. 17, pp. 487-490.
  42. Rowe K.J. and Rutter E.H., 1990, “Paleostress estimation using calcite twinning: experimental calibration and application to nature,” J. Struc. Geol., Vol. 12, pp. 1-17.
  43. Rummel F., 1986, “Stresses and tectonics of the upper continental crust - a review,” Proc. Int. Symp. on Rock Stress and Rock Stress Measurements, Stockholm, Centek Publ., Lueå, 177-186.
  44. Schmid S., Panozzo R., and Bauer S., 1987, “Simple shear experiments on calcite rocks: rheology and microfabric,” J. Struc. Geol., Vol. 9, pp. 747-778.
  45. Spang, J.H. 1972, “Numerical method for dynamic analysis of calcite twin lamellae,” Geological Society of American Bulletin, Vol. 83, pp. 467-472.
  46. Tullis T.E., 1980, “The use of mechanical twinning in minerals as a measure of shear stress magnitude,” J. Geophy. Res., Vol. 85, pp. 6263-6268.
  47. Turner F.J., 1953, “Nature and dynamic interpretation of deformation lamellae in calcite of three marbles,” Am. J. Sci., Vol. 251, pp. 276-298.
Information
  • Publisher :The Korean Society of Mineral and Energy Resources Engineers
  • Publisher(Ko) :한국자원공학회
  • Journal Title :Journal of the Korean Society for Geosystem Engineering
  • Journal Title(Ko) :한국지구시스템공학회지
  • Volume : 44
  • No :2
  • Pages :95-106