适应性评估模型和基于AHP模糊理论的深层全截面SBM的实验
Suqian Ni1, Ying Xu2, Peiyuan Chen1
1School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan, 232001, Anhui, China.
Scientific reports
|January 3, 2025
概括
本研究介绍了一种适应性评估模型,用于在复合深层中进行全截面自钻和喷射方法 (SBM) 轴钻井. 在最初的应用中,SBM钻孔工艺表现出"强大的适应性".
科学领域:
- 地质技术工程 地质技术工程
- 道技术 道技术
- 岩石力学 岩石力学 岩石力学
背景情况:
- 全部分自钻和喷气方法 (SBM) 是一种新的道技术.
- 评估其在复杂的地质条件,特别是复合深层层中的适应性,对于成功实施至关重要.
- 关于SBM钻孔在这种环境中的性能和适应性的数据有限.
研究的目的:
- 开发和验证SBM在复合材料深层层中钻井轴的适应性评估模型.
- 通过使用定义的标准,量化评估SBM钻井过程的适应性.
- 确定影响SBM钻井适应性在具有挑战性的地质构造中的关键因素.
主要方法:
- 建立SBM钻孔适应性的评估指数系统.
- 通过岩石磨损测试和现场调查确定适应性标准和计算参数.
- 分析层次过程 (AHP) 的应用,用于指数权重和模糊数学,用于全面的评估和验证.
主要成果:
- 开发的模型使用适应度 (T) 来量化适应能力.
- 在复合材料深层层中对SBM钻孔适应性最有影响的五个因素按顺序确定:I3 > I5 > I4 > I6 > I11.
- 根据模型和加权平均原则,SBM钻井过程被评估为具有"强大的适应性".
结论:
- 拟议的适应性评估模型在科学上是合理的,并且对于在复合深层中进行SBM钻探是有效的.
- 该研究证实了SBM钻孔工艺在测试工程案例中的强大的适应性.
- 这些发现为未来在类似地质条件下的SBM道项目规划和执行提供了宝贵的见解.
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