Fredlund［Is［对各类方法进行了归纳和总结，提出了普遍极限平衡法（general limit equilibrium，GLE）的概念，并指出其他各种方法都可看作是GLE法的特例 或简化。
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The calculation and figure treatment are programmed according to the integral method of the general limit equilibrium.
开发了普遍极限平衡数值积分解的计算和图形处理程序。
We get the form and position of failure surface, and then calculate factor of safety with general limit equilibrium method.
确定了滑动面的位置和形式，然后用刚体极限平衡法计算安全系数。
With the limit equilibrium condition, the ultimate bearing capacity of rock foundation was deduced under general shear failure.
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。
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