The constitutive model for overconsolidated clays proposed by the authors was extended to an overconsolidated clay model with stress-induced initial anisotropy.

将所建立的超固结土模型推广为能够反映超固结土的初始应力各向异性的弹塑性模型。

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The constitutive model for overconsolidated clays proposed by the authors was extended to an overconsolidated clay model with stress-induced initial anisotropy.

将所建立的超固结土模型推广为能够反映超固结土的初始应力各向异性的弹塑性模型。

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