Analysis shows that strain softening of the material causes progressive failure and affects the load carrying capacity of the structures.

分析结果表明，由于岩土类材料的应变软化性质，结构呈现渐进破坏，且承载特性与材料的软化程度有关。

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Analysis shows that strain softening of the material causes progressive failure and affects the load carrying capacity of the structures.

分析结果表明，由于岩土类材料的应变软化性质，结构呈现渐进破坏，且承载特性与材料的软化程度有关。

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