根据极限平衡条件，推求了地基整体剪切破坏模式的岩石地基极限承载力。
With the limit equilibrium condition, the ultimate bearing capacity of rock foundation was deduced under general shear failure.
总结了黄土剪切破坏的整体变形方式、破坏类型和变形破坏力学模式。
Summaries have been reached on the whole distortion way due to the loess shearing destruction, the type of destruction and the mechanics pattern of the distortion destruction.
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