李大奇,康毅力,游利军
LI Da-qi,KANG Yi-li,YOU Li-jun
摘要:
储层的渗透率应力敏感性在油气勘探开发领域有着重要的研究价值。实验样品选自4类典型的碳酸盐岩储层,制取Φ2.5cm×5cm的基块、天然裂缝和人工裂缝圆柱体样品,开展渗透率应力敏感性及岩石力学实验研究,并分析岩石物性及岩石力学性质对碳酸盐岩储层渗透率应力敏感性的影响。实验表明,碳酸盐岩渗透率应力敏感性可以选用应力敏感性系数法评价,方便于不同区块、不同层位、不同岩性储层应力敏感性的对比;碳酸盐岩基块、天然裂缝和人工裂缝岩样的应力敏感性系数均值为0.22、0.49和0.63,应力敏感程度逐渐增强;碳酸盐岩的应力敏感性系数与渗透率的相关性较差,但整体呈减小的趋势;劈裂法制取的人工裂缝岩样的应力敏感性随机性较大,较难真实地反映天然裂缝岩样的应力敏感性;应力敏感程度与岩石力学性质相关,岩石弹性模量越大应力敏感性越弱;建议加强应力敏感性微观机理及数值模拟研究。
中图分类号:
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