汉森地基承载力公式Hansen s ultimate bearing capacity formula 极限平衡状态state of limit equilibrium 加州承载比（美国）California Bearing Ratio ..
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... 土压力被动土压力系数coefficient of passive earth pressure 土压力极限平衡状态state of limit equilibrium 土压力静止土压力earth pressue at rest ...
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地基承载力 极限平衡状态 state of limit equilibrium 10. 地基承载力 加州承载比(美国) California Bearing Ratio .
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The distinction and interrelation between the liquefaction, the state of limit equilibrium and the failure of soil masses are studied and discussed.
对土体液化与极限平衡和破坏的区别和关系进行了阐述。
This method is based on reliability idea, and the dam final stability coefficient dam of is defined by the strength reserve coefficient or over loading coefficient at limit equilibrium state.
该方法基于可靠度思想，以达到用极限承载状态时的强度储备系数或超载系数来表征大坝安全度。
The minimum safety coefficient was defined as the reduction coefficient, when the system was fairly close to the limit equilibrium state through decrement of material strength step by step.
此时，系统达到临界平衡状态时所对应的材料强度降低倍数即为整体最小安全系数，临界平衡状态定义为边坡内的塑性屈服区能够形成潜在的滑移通道时的状态。
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