Citation: | DING JIANMIN, LIANG GUOPING. 1985: STRESS MEASUREMENT BY HYDRAULIC FRACTURING IN OIL-WELLS OF NORTE CHINA. Acta Seismologica Sinica, 7(4): 363-373. |
[1] 陈家庚、曹新玲、李自强,水力压裂法测定华北地下深部应力,地震学报,4, 350——360, 1982,
[2] 海姆森、图尔恰尼诺夫著,地应力测量与研究,丁健民等译,101——114地震出版社,1982. [3] G. C.豪瓦德著,油层水力压裂,付灿帮等译,199——203,石油工业出版社,1980. [4] Zoback, M. D., Tsukahara, H., and Hickman, D., Stress measurements at depth in the vicinity of the San Andreas fault: Implications for the magnitude of shear stress at depth,].Geoph ys. Res.,85, B11——12, 6157——6173, 1980. [5] Brown, E. T., and Hoek, E., Trends in relationshps between measured in——situ stresses and depth, Int. J. Rock Mech. Sci, and Geomech. Abstr., 15, 211——215, 1978. [6] Haimson, B. C., and Rummel, F., Hydrofracruring stress measurements in the IRDP drillhole at Reydrfjordur, Iceland, J. Geophys. Res., 87, B8, 6631——6649, 1982. [7] Hiroaki Tsukahara, Stress measurements utilizing the hydraulic fracturing technique in the Kanto——Tokai area, Japan, Hydraulic Fracturing Stress Measurements, National Academy Press, 18——27, 1983. [8] Rummel, F., Baumgartner, J., and Alheid, H. J., Hydraulic fracturing stress measurements along the eastern boundary of the SW——German block, Hydraulic Fracturing Stress Measurements, National Academy Press, 3——17, 1983. [9] 梁国平、丁健民,用地面电测法测定水压破裂面延伸方向的试验,地晨,1983, 3: 35——37, [10] 李方全、王连捷,华北地区地应力测量,地球物理学报,22, 1——8, 1979, [11] 丁健民、梁国平,唐山地震(1970和三河一平谷地震(1679)附近的地应力场特征,弛震学报,‘,195——2021984, [12] 许忠淮、刘玉芬、张郧珍,京津唐张地区地震应力场的方向特征,地震学报,1, 121——132, 1979.
[1] 陈家庚、曹新玲、李自强,水力压裂法测定华北地下深部应力,地震学报,4, 350——360, 1982,
[2] 海姆森、图尔恰尼诺夫著,地应力测量与研究,丁健民等译,101——114地震出版社,1982. [3] G. C.豪瓦德著,油层水力压裂,付灿帮等译,199——203,石油工业出版社,1980. [4] Zoback, M. D., Tsukahara, H., and Hickman, D., Stress measurements at depth in the vicinity of the San Andreas fault: Implications for the magnitude of shear stress at depth,].Geoph ys. Res.,85, B11——12, 6157——6173, 1980. [5] Brown, E. T., and Hoek, E., Trends in relationshps between measured in——situ stresses and depth, Int. J. Rock Mech. Sci, and Geomech. Abstr., 15, 211——215, 1978. [6] Haimson, B. C., and Rummel, F., Hydrofracruring stress measurements in the IRDP drillhole at Reydrfjordur, Iceland, J. Geophys. Res., 87, B8, 6631——6649, 1982. [7] Hiroaki Tsukahara, Stress measurements utilizing the hydraulic fracturing technique in the Kanto——Tokai area, Japan, Hydraulic Fracturing Stress Measurements, National Academy Press, 18——27, 1983. [8] Rummel, F., Baumgartner, J., and Alheid, H. J., Hydraulic fracturing stress measurements along the eastern boundary of the SW——German block, Hydraulic Fracturing Stress Measurements, National Academy Press, 3——17, 1983. [9] 梁国平、丁健民,用地面电测法测定水压破裂面延伸方向的试验,地晨,1983, 3: 35——37, [10] 李方全、王连捷,华北地区地应力测量,地球物理学报,22, 1——8, 1979, [11] 丁健民、梁国平,唐山地震(1970和三河一平谷地震(1679)附近的地应力场特征,弛震学报,‘,195——2021984, [12] 许忠淮、刘玉芬、张郧珍,京津唐张地区地震应力场的方向特征,地震学报,1, 121——132, 1979. |
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