A new anisotropic elastic viscoplastic (EVP) constitutive model was presented for K0-consolidated soft clays in general stress space.

• 摘要在修正剑桥模型基础上综合考虑了软黏土的各向异性及率相关性，建立了适用于K0固结软黏土的弹黏塑性本构模型。