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文中介绍了钢板沥青滑动井壁的特点和现状,并结合哈·林克《在不稳定岩层的井壁计算原则》,对滑动井壁的计算方法及结果进行了深入浅出的分析.同时,还就这种井壁的设计、发展提出了新的见解.
In this paper, the characteristics and status quo of the slide shaft wall of steel sheet asphalt are introduced, and the calculation method and result of the sliding shaft wall are analyzed in the light of Harlin Link’s “Principle of Wall Calculation in Unsteady Rock Formations”. The design and development of this well wall presents new insights.