逆冲构造带精细地应力和井壁稳定性研究及应用

逆冲构造区的构造应力强,层理、裂隙发育,井壁失稳是一个一直困扰着这一地区钻井工程的难题。认识此类构造地应力分布规律是井壁应力状态分析以及井壁稳定性研究的基础。提出了一套逆冲构造带精细地应力场研究方法,该方法以地应力测量为基础,采用基于有限元法及数学优化理论的有限元约束优化反演法对逆冲构造带三维地应力场进行模拟,并利用现场地漏实验等资料进行验证。通过泥页岩水化实验,分析了泥页岩水化特性以及岩石力学性质与含水量的关系,在此基础上,建立了分析水敏性泥页岩井壁围岩应力状态的基本模型,并结合岩石强度准则,编制了井壁稳定分析程序,用于分析坍塌压力、破裂压力、安全钻井液密度窗口以及泥页岩坍塌周期等。这一研究成果对于认识逆冲推覆带泥页岩井壁失稳内在机理以及相关对策的制定具有指导意义。

Research on In-Situ Stress and Wellbole Stability of Overthrust Structural Belt and Its Application

Overthrust nappe structure usually has strong tectonic stress and abundant bedding and cracks,and borehole instability has plagued its drilling operation.It is necessary to determine the in-situ stresses distribution before research on wellbore stress state and wellbore stability.In this study,a new method for study on the in-situ stress distribution of overthrust nappe structure is proposed.Based on in-situ stress measurement,adopting the constrained optimization finite element method(COFEM),3D in-situ str...