Experimental Study of the Effect of Formation Water Salinity on Creep Laws of the Hard Brittle Shale
-
摘要: 硬脆性泥页岩层理、微裂缝发育,易造成井壁坍塌,特别当受到外来流体侵入时,泥页岩具有明显的流变效应。以硬脆性泥页岩为研究对象,进行了不同矿化度地层水饱和岩样的单轴压缩蠕变试验。在相同的外载条件下,矿化度6.0×104 mg/L地层水饱和岩样的蠕变变形量最小(0.001~0.014),矿化度8.0×104 mg/L地层水饱和岩样的蠕变变形量稍大(0.005~0.024),矿化度4.0×104 mg/L地层水饱和岩样的蠕变变形量最大(0.010~0.030)。借鉴经典元件组合模型的建模思路,建立了反映蠕变三阶段的蠕变模型,模型中瞬时弹性模量、黏滞系数和加速蠕变黏滞系数等3个重要参数都明显趋于下降。试验结果表明:矿化度与泥页岩蠕变变形量之间呈二次非线性函数关系,太高或太低都会对泥页岩的力学性质产生较大的影响。研究认为,在现场钻井中应考虑钻井液矿化度对井壁稳定的影响。Abstract: Hard brittle clay shale has micro-fractured bedding and tends to cause side-wall collapse. Particularly when being invaded by foreign fluids,the rock has obvious rheological effects. Taking hard brittle shale as the object of study, uniaxial creep experiments on water saturation samples of formations with different degrees of mineralization were conducted. Research results showed that under the same externally applied loads, the creep deformation degree of the formation water saturated rock samples with a salinity of 6.0×104 mg/L was the least (0.001-0.014) and the creep deformation degree of the formation water saturated rock samples with a salinity of 8.0×104 mg/L was a little greater (0.005-0.024), while the creep deformation degree of the formation water saturated rock sample with a salinity of 4.0×104 mg/L was the greatest (0.010-0.030).Learning from the modeling ideas of classic element combination models, the creep model reflecting three creep stages was established.Three important parameters (instantaneous elastic modulus, viscous coefficient, accelerated creep viscous coefficient) in the model tended to decrease obviously. Test results showed that the relation between rock mineralization and creep deformation degree was quadratic non-linear, and that too high or too low salinity would have the greatest influence on the mechanical properties of rocks. The study suggested that the influences of drilling fluid salinity on borehole wall stability should be considered in drilling operations.
-
Keywords:
- formation water /
- salinity /
- hard brittleness /
- shale /
- creep /
- laboratory test
-
-
[1] 孙钧.岩土材料流变及其工程应用[M].北京:中国建筑工业出版社,1999:507-513. Sun Jun.Geotechnical material rheology and its engineering applications[M].Beijing:China Architecture Building Press,1999:507-513. [2] 杨春和,曾义军,吴文,等.深层盐岩本构关系及其在石油钻井工程中的应用研究[J].岩石力学与工程学报,2003,22(10):1678-1682. Yang Chunhe,Zeng Yijun,Wu Wen,et al.Constitutive relationship of deep salt rock and its application to petroleum drilling engineering[J].Chinese Journal of Rock Mechanics and Engineering,2003,22(10):1678-1682. [3] 曾义金.钻井液密度对盐膏层蠕变影响的三维分析[J].石油钻采工艺,2001,23(6):1-3. Zeng Yijin.Three-dimensional analysis on how meighd weight affects the gypsum-salt bed creep[J].Oil Drilling Production Technology,2001,23(6):1-3. [4] 窦益华.固井水泥石蠕变试验研究[J].石油钻采工艺,1989,11(3):41-49. Dou Yihua.Application of mudstone creep experimental study[J].Oil Drilling Production Technology,1989,11(3):41-49. [5] Lipponen A,Manninen S,Niini H,et al.Effect of water and geological factors on the long-term stability of fracture zones in the Pijnne Tunnel,Finland:a case study[J].International Journal of Rock Mechanics and Mining Sciences,2005,42(1): 3-12.
[6] Boidy E,Bouvand A,Pellet F.Back analysis of time dependent behavior of a test gallery in elaystone[J].Tunneling and Underground Space Technology,2002,17(4):415-424.
[7] 余诗刚.国际岩石力学学会膨胀岩委员会和试验方法委员会膨胀岩工作小组关于泥质膨胀岩室内试验的建议方法[J].岩土力学,1994,15(3):81-93. Yu Shigang.International society for rock mechanics expansion rock committee and the committee of test method for rock team advice about shale swelling rock laboratory test methods[J].Rock and Soil Mechanics,1994,15(3):81-93. [8] 范庆忠,高延法.分级加载条件下岩石流变特性的试验研究[J].岩土工程学报,2005,27(11):38-41. Fan Qingzhong,Gao Yanfa.Experimental study on creep properties of rocks under stepwise loading[J].Chinese Journal of Geotechnical Engineering,2005,27(11):38-41. [9] 陈文玲,赵法锁,弓虎军.三轴蠕变试验中云母石英片岩蠕变参数的研究[J].岩石力学与工程学报,2011,30(增刊1):2810-2816. Chen Wenling,Zhao Fasuo,Gong Hujun.Study of creep parameters of mica-quartzose schist during triaxial creep test[J].Chinese Journal of Rock Mechanics and Engineering,2011,30(supplement 1):2810-2816. [10] 张永兴,王更峰,周小平,等.含水炭质板岩非线性蠕变损伤模型及应用[J].土木建筑与环境工程,2012,34(3):1-9. Zhang Yongxing,Wang Gengfeng,Zhou Xiaoping,et al.Nonlinear creep damage model of water bearing carbonaceous slate and its application[J].Journal of Civil,Architectural Environmental Engineering,2012,34(3):1-9. [11] 李亚丽,于怀昌,刘汉东.三轴压缩下粉砂质泥岩蠕变本构模型研究[J].岩土力学,2012,33(7):2035-2040,2047. Li Yali,Yu Huaichang,Liu Handong.Study of creep constitutive model of silty mudstone under triaxial compression[J].Rock and Soil Mechanics,2012,33(7):2035-2040,2047. [12] 董丙响,程远方,刘钰川,等.页岩气储层岩石物理性质[J].西安石油大学学报:自然科学版,2013,28(1):25-28,36. Dong Bingxiang,Cheng Yuanfang,Liu Yuchuan,et al.Research of the petrophysical property of shale gas reservoirs[J].Journal of Xi’an Shiyou University:Natural Science Edition,2013,28(1):25-28,36. [13] 邓少贵,范宜仁,李国欣,等.地层水矿化度对泥质砂岩物理性质的影响[J].测井技术,2006,30(2):113-115. Deng Shaogui,Fan Yiren,Li Guoxin,et al.Influence of water salinity on the petrophysical properties of shaly sandstone[J].Well Logging Technology,2006,30(2):113-115. [14] 刘传孝,张加旺,贺加栋,等.细砂岩阶段蠕应变特征与粘滞性试验研究[J].矿冶,2010,19(4):12-15,20. Liu Chuanxiao,Zhang Jiawang,He Jiadong,et al.Phase deformation and viscous properties in creep test for fine sandstone specimen[J].Mining Metallurgy,2010,19(4):12-15,20. [15] 杨彩红,王永岩,李剑光,等.含水率对岩石蠕变规律影响的试验研究[J].煤炭学报,2007,32(7):695-699. Yang Caihong,Wang Yongyan,Li Jianguang,et al.Testing study about the effect of different water content on rock creep law[J].Journal of China Coal Society,2007,32(7):695-699. -
期刊类型引用(4)
1. 于明武,梁晓阳,王信鹏. 水下释放胶塞系统研发与应用. 机械工程师. 2024(07): 90-92+96 . 百度学术
2. 钟功祥,张言开,张伟杰. 基于p-y曲线法的受水平载荷水下井口水平度研究. 石油机械. 2019(02): 65-69 . 百度学术
3. 惠坤亮,张宏桥,王定亚,钟兴强,张有锋,吴小雄,朱浩铭. 深水遥控水泥头的研制与应用. 机械工程师. 2019(10): 100-101+104 . 百度学术
4. 戴文潮,陈志峰,吴玉旺,马兰荣,张国安,邹传元. 深水固井水泥头关键技术研究. 石油机械. 2017(11): 46-49 . 百度学术
其他类型引用(0)
计量
- 文章访问数: 3444
- HTML全文浏览量: 110
- PDF下载量: 4110
- 被引次数: 4