Deformation behavior of the reservoir mudstone in the Minami-Kanto gas field
The Minami-Kanto Gas Field yields natural gas dissolved in brine. The reservoir consists of alternate thin layers of sandstone and mudstone. Production of the brine from the reservoir has caused surface subsidence. Part of the produced brine has been injected back underground to reduce the subsidenc...
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| Published in | Journal of the Japanese Association for Petroleum Technology Vol. 66; no. 6; pp. 643 - 651 |
|---|---|
| Main Authors | , , , |
| Format | Journal Article |
| Language | Japanese |
| Published |
Tokyo
The Japanese Association for Petroleum Technology
2001
Sekiyu Gijutsu Kyokai |
| Subjects | |
| Online Access | Get full text |
| ISSN | 0370-9868 1881-4131 |
| DOI | 10.3720/japt.66.643 |
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| Abstract | The Minami-Kanto Gas Field yields natural gas dissolved in brine. The reservoir consists of alternate thin layers of sandstone and mudstone. Production of the brine from the reservoir has caused surface subsidence. Part of the produced brine has been injected back underground to reduce the subsidence. In this study, we developed a K0-consolidation/swelling testing apparatus to simulate the deformation of the reservoir in a laboratory. Experiments with the apparatus were carried out on 6 mudstone core specimens from the reservoir. The results were as follows: 1) The specimens deformed plastically. 2) Some specimens continued to deform in spite of the static stress conditions. These observations suggest that the behavior can be regarded as viscous deformation. 3) The axial-strain behavior observed for the period of 72 hours could be fit to a rheological model. Calculation based on the model suggested that the viscous deformation would almost terminate in 30 days. 4) Correlation between the axial effective stress and the axial strain could be fit to an elast-plastic constitutive model. |
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| AbstractList | The Minami-Kanto Gas Field yields natural gas dissolved in brine. The reservoir consists of alternate thin layers of sandstone and mudstone. Production of the brine from the reservoir has caused surface subsidence. Part of the produced brine has been injected back underground to reduce the subsidence. In this study, we developed a K0-consolidation/swelling testing apparatus to simulate the deformation of the reservoir in a laboratory. Experiments with the apparatus were carried out on 6 mudstone core specimens from the reservoir. The results were as follows: 1) The specimens deformed plastically. 2) Some specimens continued to deform in spite of the static stress conditions. These observations suggest that the behavior can be regarded as viscous deformation. 3) The axial-strain behavior observed for the period of 72 hours could be fit to a rheological model. Calculation based on the model suggested that the viscous deformation would almost terminate in 30 days. 4) Correlation between the axial effective stress and the axial strain could be fit to an elast-plastic constitutive model. |
| Author | Takeuchi, Shoji Tazaki, Yoshiyuki Morikawa, Matahiko Yazawa, Nintoku |
| Author_xml | – sequence: 1 fullname: Yazawa, Nintoku organization: Technology Research Center, Japan National Oil Corporation – sequence: 1 fullname: Tazaki, Yoshiyuki organization: Kanto Natural Gas Development Co., Ltd – sequence: 1 fullname: Takeuchi, Shoji organization: Kanto Natural Gas Development Co., Ltd – sequence: 1 fullname: Morikawa, Matahiko organization: Godo Shigen Sangyo Co., Ltd |
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| References | 6) 田崎義行, 1992:茂原ガス田の産出挙動と毛細管圧力の関係について.石技誌, 57 (2), 151-156. 12) 大河内保彦•龍岡文夫•山田真一,1980:新しいK0圧密試験方法.土質工学研究発表会講演集, 15, 249-252. 24) 足立紀尚•岡二三生, 1992:軟岩のひずみ軟化型弾塑性構成式.土木学会論文集, 455, III-18, 9-16. 19) Ohta, H. and Sekiguchi, H., 1977: Constitutive equations considering anisotropy and stress reorientation in clay. Proc. 3rd Int. Conf. on Numerical Methods in Geomechanics, Aachen, A. A. Balkema, Rotterdam, 475-484. 20) 細野高康•小泉和広•杉田信隆•小川正二,1993:上総層群の高圧圧密特性.応用地質, 34 (5), 15-24. 13) 三田地利之•橋詰哲治•福田文彦,工藤豊,1995:自動制御による粘性土の三軸K0圧密試験方法について.土木学会北海道支部技術報告集, 35, 68-75. 9) 星野一男•渡辺浩平•傅田篤•釜井俊孝, 1990:房総半島における深部泥岩層の力学特性,土質工学研究発表会講演集, 25, 1119-1120. 14) Di Benedetto, H. and Tatsuoka, F., 1997: Small strain behavior of geomaterials. Soils And Foundations, 37 (2), 127-138. 23) Roscoe, K. H., Schofield, A. N. and Thurairajah, 1963: Yielding of clays in state wetter than critical. Geotechnique, 13, 211-240. 22) 細谷真一•徳永朋祥•小島圭二•登坂博行•高橋学,1995:三軸圧縮試験機による堆積軟岩の高圧K0圧密試験,岩盤力学に関するシンポジウム講演論文集, 26, 271-275. 4) 秋林智•周萍,1986:茂原型水溶性ガス貯留層における産出挙動の予測モデル.石技誌, 51 (6), 486-491. 5) 田崎義行, 1988:水溶性天然ガス鉱床とsand/silt system.石技誌, 53 (4), 256-264. 16) 地盤工学会編, 1987:堆積軟岩の工学的性質とその応用.地盤工学会. 2) 鈴木尉元•小玉喜三郎•三梨昴, 1983:房総半島における上総層群の堆積と構造運動.地質調査所月報, 34 (4), 183-190. 17) 石油公団ほか, 2000:共同研究「水溶性天然ガス採取技術開発」最終成果報告書. 1) 三梨ほか, 1979:東京湾とその周辺地域の地質.特殊地域図(20),地質調査所10万分の1地質説明書, 91p. 3) 石和田靖章•三梨昴•品田芳二郎•牧野登喜男編, 1971:日本油田•ガス田図10「茂原」.地質調査所. 15) Feng Jiang and Mehta, A. J., 1994: Significance of mud rheology in predicting wave dissipation, BOSS, 94 (1), 305-320.0 21) 川崎了•西好一•藤原義一•岡本敏郎, 1993:圧縮空気貯蔵のための大深度軟岩地盤の力学的特性の解明,電力中央研究所報告. 8) 堀口克実,1998:千葉県の水溶性天然ガスフィールドの現状.石技誌, 63 (6), 475-484. 7) 小勝武•田崎義行, 2001:室内実験による茂原型ガス産出挙動の検証.石技誌, 66 (2), 215-224. 18) Sekiguchi, H. and Ohta, H., 1977: Induced anisotropy and time dependency in clays. Constitutive Equations of Soils, Proc. Specialty Session 9, Ninth Int. Conf. SMFE, Tokyo, 229-238. 10) 細野高康•中島雅之•小泉和広•杉田信隆•小川正二,1993:上総層群中部層シルト岩の強度•変形特性.応用地質, 34 (5), 233-244. 11) 赤井浩一•足立紀尚,1975:三軸圧縮試験とその制御ならびに計測.土質工学シンポジウム, 20, 125-128. |
| References_xml | – reference: 4) 秋林智•周萍,1986:茂原型水溶性ガス貯留層における産出挙動の予測モデル.石技誌, 51 (6), 486-491. – reference: 16) 地盤工学会編, 1987:堆積軟岩の工学的性質とその応用.地盤工学会. – reference: 11) 赤井浩一•足立紀尚,1975:三軸圧縮試験とその制御ならびに計測.土質工学シンポジウム, 20, 125-128. – reference: 21) 川崎了•西好一•藤原義一•岡本敏郎, 1993:圧縮空気貯蔵のための大深度軟岩地盤の力学的特性の解明,電力中央研究所報告. – reference: 10) 細野高康•中島雅之•小泉和広•杉田信隆•小川正二,1993:上総層群中部層シルト岩の強度•変形特性.応用地質, 34 (5), 233-244. – reference: 23) Roscoe, K. H., Schofield, A. N. and Thurairajah, 1963: Yielding of clays in state wetter than critical. Geotechnique, 13, 211-240. – reference: 3) 石和田靖章•三梨昴•品田芳二郎•牧野登喜男編, 1971:日本油田•ガス田図10「茂原」.地質調査所. – reference: 6) 田崎義行, 1992:茂原ガス田の産出挙動と毛細管圧力の関係について.石技誌, 57 (2), 151-156. – reference: 8) 堀口克実,1998:千葉県の水溶性天然ガスフィールドの現状.石技誌, 63 (6), 475-484. – reference: 9) 星野一男•渡辺浩平•傅田篤•釜井俊孝, 1990:房総半島における深部泥岩層の力学特性,土質工学研究発表会講演集, 25, 1119-1120. – reference: 20) 細野高康•小泉和広•杉田信隆•小川正二,1993:上総層群の高圧圧密特性.応用地質, 34 (5), 15-24. – reference: 7) 小勝武•田崎義行, 2001:室内実験による茂原型ガス産出挙動の検証.石技誌, 66 (2), 215-224. – reference: 1) 三梨ほか, 1979:東京湾とその周辺地域の地質.特殊地域図(20),地質調査所10万分の1地質説明書, 91p. – reference: 22) 細谷真一•徳永朋祥•小島圭二•登坂博行•高橋学,1995:三軸圧縮試験機による堆積軟岩の高圧K0圧密試験,岩盤力学に関するシンポジウム講演論文集, 26, 271-275. – reference: 17) 石油公団ほか, 2000:共同研究「水溶性天然ガス採取技術開発」最終成果報告書. – reference: 19) Ohta, H. and Sekiguchi, H., 1977: Constitutive equations considering anisotropy and stress reorientation in clay. Proc. 3rd Int. Conf. on Numerical Methods in Geomechanics, Aachen, A. A. Balkema, Rotterdam, 475-484. – reference: 2) 鈴木尉元•小玉喜三郎•三梨昴, 1983:房総半島における上総層群の堆積と構造運動.地質調査所月報, 34 (4), 183-190. – reference: 12) 大河内保彦•龍岡文夫•山田真一,1980:新しいK0圧密試験方法.土質工学研究発表会講演集, 15, 249-252. – reference: 13) 三田地利之•橋詰哲治•福田文彦,工藤豊,1995:自動制御による粘性土の三軸K0圧密試験方法について.土木学会北海道支部技術報告集, 35, 68-75. – reference: 15) Feng Jiang and Mehta, A. J., 1994: Significance of mud rheology in predicting wave dissipation, BOSS, 94 (1), 305-320.0 – reference: 24) 足立紀尚•岡二三生, 1992:軟岩のひずみ軟化型弾塑性構成式.土木学会論文集, 455, III-18, 9-16. – reference: 5) 田崎義行, 1988:水溶性天然ガス鉱床とsand/silt system.石技誌, 53 (4), 256-264. – reference: 18) Sekiguchi, H. and Ohta, H., 1977: Induced anisotropy and time dependency in clays. Constitutive Equations of Soils, Proc. Specialty Session 9, Ninth Int. Conf. SMFE, Tokyo, 229-238. – reference: 14) Di Benedetto, H. and Tatsuoka, F., 1997: Small strain behavior of geomaterials. Soils And Foundations, 37 (2), 127-138. |
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| Snippet | The Minami-Kanto Gas Field yields natural gas dissolved in brine. The reservoir consists of alternate thin layers of sandstone and mudstone. Production of the... |
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| SubjectTerms | consolidation K0 Minami-Kanto gas field mudstone natural gas dissolved in water swelling uniaxial strain |
| Title | Deformation behavior of the reservoir mudstone in the Minami-Kanto gas field |
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