Energy Exploration & Exploitation (Nov 2023)

Determining the present-day in-situ stresses of tight-oil sandstones by conventional logs: An approach in the Triassic Yanchang Formation, southern Ordos Basin

  • Wenya Lyu,
  • Chen Hui,
  • Lianbo Zeng,
  • Leifei Wang,
  • Jianming Fan,
  • Yanxiang Liu,
  • Jian Liu,
  • Haonan Wang,
  • Mao Zhe

DOI
https://doi.org/10.1177/01445987231188064
Journal volume & issue
Vol. 41

Abstract

Read online

The present-day in-situ stresses affect the drilling design, well pattern deployment, well completion modification, hydraulic fracturing and water injection of tight-oil sandstones. The measurement data of these stresses are commonly unavailable because of their high costs and limited core samples, therefore employing conventional logs for these stress determination is imperative for tight-oil sandstones. Firstly, the suitable calculation models for the present-day in-situ stress calculation by conventional logs were selected according to the geological characteristics of the sixth member of the Yanchang Formation (Chang 6) in Heshui area of the southern Ordos Basin, China. Then, the dynamic rock mechanical parameters were determined by conventional logs, and corrected by the static rock mechanical parameters obtained from the triaxial rock mechanical tests. Moreover, the pore fluid pressure was determined by the empirical formula method. Finally, the maximum and minimum horizontal compressive stresses (σ H and σ h ), and the vertical stress (σ v ) of six wells were calculated according to the selected models of these stresses, respectively. The present-day in-situ stresses, determined by the proposed method in the paper, were verified by those obtained from acoustic emission tests and finite-element numerical simulations with the relative errors of less than 10%. The results show that the magnitudes of σ H , σ h and the horizontal differential stress (σ H−h ) in the study area mainly range from 32 to 43 MPa, 23 to 37 MPa and 5 to 8 MPa, respectively. The magnitude of the three-dimensional present-day in-situ stress increases with the increase of depth. The average gradients of σ H, σ v and σ h are 0.018, 0.014 and 0.015 MPa/m, respectively, that is σ H >σ v >σ h . In this stress state, the hydraulic fractures, with a trend of little expansion towards multiple directions, are commonly developed at a small angle intersecting with the direction of σ H in the study area.