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Calculation and Analysis for Fracture Pressure of Deep Water Shallow Formation

机译:深水浅层裂缝压力的计算与分析

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The deep water shallow strata has the characteristics of low overburden pressure, poor cementation properties and low fracture pressure of the formation. Therefore, the wall rupture and collapse are prone to occur. Currently, there is no perfect theoretical model for shallow formation pressure prediction. This paper assumes that the shallow strata are composed of homogeneous and isotropic ideal elastoplastic materials. An elastoplastic mechanical model of a circular wellbore is established. By introducing the theory of excess pore pressure and rock damage degree, the theoretical formula of formation fracture pressure under uniform ground stress is corrected. Verification by using actual log data. Furthermore, the law of the rupture pressure of the borehole wall with the change of the super-pore pressure coefficient and the degree of fracture coefficient is further analyzed. The results show that the well wall will be damaged to a certain extent during the drilling process, and the drilling fluid column pressure will produce squeezing effect on the well wall to cause the super-pore pressure in the shallow stratum. The wall rupture pressure decreases with the increase of the super-pore pressure coefficient and the rock fragmentation coefficient. Compared with the actual results of the field engineering, the calculation results under the model are closer to the actual situation than the traditional model calculation results, which explains the fracture mechanism of shallow water formations more reasonably. Therefore, when considering the problem of the shallow strata rupture mechanism, the relevant theory in geotechnical mechanics should be introduced for a more comprehensive analysis.
机译:深水浅层具有低覆层压力,差胶结性能和形成的低的断裂压力的特性。因此,壁破裂和塌陷易于发生。目前,浅层地层压力预测没有完美的理论模型。本文假设的浅层由均质各向同性理想弹塑性材料。圆形井筒的弹塑性力学模型。通过引入过量的孔隙压力和岩石损伤程度的理论,均匀地应力下地层破裂压力的理论公式进行修正。通过实际的日志数据验证。此外,采用超孔隙压力系数的变化和断裂系数的程度钻孔壁的破裂压力的法进一步分析。结果表明,孔壁会在钻孔过程期间被损坏到一定程度,而钻井液柱压力将产生对井壁挤压作用以引​​起浅地层超孔隙压力。壁破裂压力与超孔隙压力系数的增加和破岩系数减小。与现场工程实际结果相比,模型下的计算结果更接近实际情况比传统模型计算的结果,这更合理的解释浅水地层的断裂机制。因此,考虑到浅层破裂机制的问题时,在岩土力学的相关理论,应引入更全面的分析。

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