Study on Rock Mechanics Parameters and In-Situ Stress Profile Construction and Correction Method Based on Well Log Interpretation

被引:0
|
作者
Xu Han
Xiang-yi Yi
Chang-lin Zhou
Xing-xiang Che
Lin Hou
Xin Huang
Yang Wang
Ji Zeng
机构
[1] Engineering Technology Research Institute of Petrochina Southwest Oil and Gas Field Company,
[2] Cheng Du University of Technology,undefined
关键词
tight sandstone; logging data; rock mechanical parameters; in-situ stress;
D O I
暂无
中图分类号
学科分类号
摘要
Hydraulic fracturing of tight sandstone reservoirs is an important method of developing this type of unconventional oil and gas resources. The evaluation of in-situ stress distribution and rock mechanical parameters of fractured wells is the prerequisite for fracturing design. Therefore, the development of a calculation method to evaluate the stress distribution and mechanical parameters of rocks, based on a single well in-situ stress data, is the key to establish the optimal fracturing design. In this paper, based on the correlation between the laboratory experimental data and the logging response, we have plotted the initial stress profile and then applied the proposed method of combining density curve and natural gamma curve to correct the calculation results. In the case of a limited number of wells, the obtained profile correction model demonstrated satisfactory matching with laboratory experimental data.
引用
收藏
页码:518 / 528
页数:10
相关论文
共 30 条
  • [21] Inversion Method of In-situ Stress and Rock Damage Characteristics in Dam Site Using Neural Network and Numerical Simulation-A Case Study
    Li, Gan
    Hu, Yu
    Li, Qing-Bin
    Yin, Tao
    Miao, Jian-Xin
    Yao, Mengdi
    IEEE ACCESS, 2020, 8 : 46701 - 46712
  • [22] A study of crack propagation during blasting under high in-situ stress conditions based on an improved CDEM method
    Ding, Chenxi
    Liang, Xintong
    Yang, Renshu
    Zhang, Zong-Xian
    Guo, Xiao
    Feng, Chun
    Zhu, Xinguang
    Xie, Quanmin
    MECHANICS OF ADVANCED MATERIALS AND STRUCTURES, 2024, 31 (20) : 4922 - 4939
  • [23] Matrix effect correction method based on the main spectral parameters for rock samples in an in situ energy dispersive X-ray fluorescence analysis
    Wang, Meng
    Gu, Yi
    Lu, Heng
    Ge, Liangquan
    Zhang, Qingxian
    Zeng, Guoqiang
    SPECTROCHIMICA ACTA PART B-ATOMIC SPECTROSCOPY, 2022, 193
  • [24] Numerical Simulation Study of High In-Situ Stress Surrounding Rock Under Coupled Loading Based on FLAC3D and SHPB
    Chen, Shuyang
    Liu, Cheng
    Jia, Beibei
    Sun, Fuxue
    SOIL MECHANICS AND FOUNDATION ENGINEERING, 2025,
  • [25] A Study on the In-Situ Melt Pool Size Estimation Method for Directed-Energy Additive Manufacturing Based on Modal Parameters
    Han, Dae-Hyun
    Flynn, Eric B.
    Farrar, Charles R.
    Kang, Lae-Hyong
    3D PRINTING AND ADDITIVE MANUFACTURING, 2019, 6 (02) : 99 - 112
  • [26] Study on back-analysis method of constitutive parameters for Duncan-Chang model based on in-situ pressuremeter tests
    Liu, Xiao-Sheng
    Wang, Xiao-Gang
    Ma, Huai-Fa
    Hou, Shu-Yuan
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2004, 26 (05):
  • [27] Study on Optimization of Bolting Parameters in Fully-mechanized Roadway Driving Along Next Goaf Based on In-situ Stress Measurement
    Yang, Yong-Jie
    Zhang, Yang-Qiang
    Wang, De-Chao
    Yang, Yong-Jie
    Zhou, Gang
    Li, Yu-Shou
    PROCEEDINGS OF 2009 INTERNATIONAL SYMPOSIUM ON RISK CONTROL AND MANAGEMENT OF DESIGN, CONSTRUCTION AND OPERATION IN UNDERGROUND ENGINEERING, 2009, : 321 - 325
  • [28] In-situ stress evaluation of coal measures based on logging parameters-A case study of Xishanyao formation in the Southern margin of Junggar basin
    Yang, Shuai
    Fang, Xinxin
    Wang, Yunhong
    Li, Fengling
    SCIENTIFIC REPORTS, 2025, 15 (01):
  • [29] A displacement-based back-analysis method for rock mass modulus and horizontal in situ stress in tunneling - Illustrated with a case study
    Zhang, L. Q.
    Yue, Z. Q.
    Yang, Z. F.
    Qi, J. X.
    Liu, F. C.
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2006, 21 (06) : 636 - 649