Its application is illustrated by a large - scale direct shear test of granular soil.

结果表明,基于图像相关分析的识别土体剪切带的方法是可行而有效的.

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The stress - strain relationship of soil established from triaxial shear test is distinguished into two - peak softening type.

通过对土体应力应变试验结果的分析,明确指出了土体普遍存在的应力 - 应变关系转型现象.

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A direct shear test on granular material is successfully simulated by means of distinct element method.

用离散单元法模拟了粒状体的直剪试验.

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