安场向斜复杂地应力表征及展布特征研究
Research on the characterization and distribution of complex in situ stress in the Anchang syncline
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- 引用格式:
-
李绍鹏,周鹏,蓝宝锋.安场向斜复杂地应力表征及展布特征研究[J].天然气与石油,2026,44(3):67-77.doi:10.3969/j.issn.1006-5539.2026.03.009
Li Shaopeng, Zhou Peng, Lan Baofeng.Research on the characterization and distribution of complex in situ stress in the Anchang syncline[J].Natural Gas and Oil,2026,44(3):67-77.doi:10.3969/j.issn.1006-5539.2026.03.009
- DOI:
- 10.3969/j.issn.1006-5539.2026.03.009
- 作者:
- 李绍鹏1,2 周鹏1,2 蓝宝锋1,2
Li Shaopeng1,2, Zhou Peng1,2, Lan Baofeng1,2
- 作者单位:
- 1. 贵州省能源智能开发与高效利用实验室, 贵州 贵阳 550025; 2. 贵州能源产业研究院有限公司, 贵州 贵阳 550025
1. Guizhou Laboratory of Intelligent Development and Efficient Utilization, Guiyang, Guizhou, 550025, China; 2. Guizhou Energy Industry Research Institute Co., Ltd., Guiyang, Guizhou, 550025, China
- 关键词:
- 地应力剖面;安场向斜;地层精细划分;页岩气储层
In situ stress profile; Anchang syncline; Detailed stratigraphic subdivision; Shale gas reservoir
- 摘要:
- 安场区块地质构造复杂,目前对其岩石力学和地应力特征研究不足,导致钻井过程中地层存在漏失严重、掉块严重等问题,整体安全风险大。为实现安场向斜页岩气效益开发,亟需开展储层地应力特性研究,构建岩石力学参数及地应力计算模型,在此基础上根据安场向斜地质构造特征对地层精细划分,分析安场向斜纵向和横向地应力展布特征。研究表明:石牛栏组及韩家店组下部地层整体弹性较强,岩石强度较大,整体破坏难度最大,其次依次为新滩组、龙马溪组和韩家店组上部地层;安场向斜核部地层弹性强、强度高,其次依次为核部附近及西翼陡坡带、西翼缓坡带,整体地层强度由西向东呈递增规律,越接近核部增幅越大;韩家店组、石牛栏组、新滩组及龙马溪组地层三向地应力呈相似变化规律,越接近核部增幅越大;韩家店组、石牛栏组、新滩组及龙马溪组地层三向地应力呈现相似变化规律,向斜核部地应力最大,其次为核部附近及西翼陡坡带,西翼缓坡带地应力最小。安场向斜岩石力学及地应力特性研究对提升钻井效率、降低钻井投资、加快区域勘探开发进程具有借鉴意义。
The Anchang block has a complex geological structure, and research on its rock mechanics and in situ stress characteristics remains insufficient, resulting in serious drilling problems such as lost circulation and wellbore collapse, which pose significant overall safety risks. To achieve cost-effective shale gas development in the Anchang syncline, it is essential to investigate the in situ stress characteristics of the reservoir, establish rock mechanics parameters and an in situ stress calculation model, perform detailed stratigraphic subdivision based on the geological structural characteristics of the Anchang syncline, and analyze the vertical and lateral distribution characteristics of in situ stress parameters and calculation models. The results show that the lower strata of the Shiniulan Formation and Hanjiadian Formation exhibit strong overall elasticity and high rock strength, with the greatest overall failure resistance, followed by the Xintan Formation, and then the Longmaxi Formation and upper Hanjiadian Formation. The elasticity and strength of strata in the core of the Anchang syncline are greatest, followed by the near-core area and steep slope zone of the western wing, and then the gentle slope zone of the western wing. Overall, stratigraphic strength shows an increasing trend from west to east, with greater increments closer to the core. The triaxial in situ stress of the Hanjiadian, Shiniulan, Xintan, and Longmaxi formations exhibits similar variation patterns, with greater increments closer to the core. The triaxial in situ stress is greatest in the syncline core, followed by the near-core area and steep slope zone of the western wing, and is lowest in the gentle slope zone of the western wing. The characterization of rock mechanics and in situ stress in the Anchang syncline is of great significance for improving drilling efficiency, reducing drilling costs, and accelerating regional exploration and development.

