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

 
  • 摘要在修正劍橋模型基礎上綜合考慮了軟黏土的各向異性及率相關(guān)性,建立了適用于K0固結軟黏土的彈黏塑性本構模型。
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