It is of important significance to study the ultimate bearing capacity of foundation in three - dimensional stress.

研究三向应力状态下条形地基极限承载力问题具有重要的理论和实际意义.

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SGM is fit for the prediction of ultimate bearing capacity of progressive failure piles.

SGM模型适用丁“渐变型”桩的极限承载力的预测.

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This paper uses grey theory to predict the uplift ultimate bearing capacity of tension piles.

将灰色系统理论应用到抗拔桩的竖向抗拔极限承载力预测中.

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The ratios of frictional resistance increment in the ultimate bearing capacity increment were 56 % ~88 %.

侧阻力增量对桩极限承载力的贡献为56%~88%.

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