Based on the techniques of limit equilibrium and limit analysis, the formulae are given to calculate the ultimate bearing capacity of offshore pipeline in soft clay.
根据极限平衡和极限分析方法，建立了软黏土地基土体上海底管道的极限承载力计算公式。
By moans of limit analysis and numerical computation, ultimate bearing capacity and limit sideline of slopes are studied quantitatively.
通过极限平衡分析计算，定量地研究了缓倾角边坡坡顶极限承载力和陡倾角边坡坡面极限边界线。
The simplified analysis methods of ultimate strength are finally discussed and the method of limit equilibrium is recommended.
探讨了该类构件承载力的简化计算方法，并建议采用极限平衡法求解。
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