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机译:基于新型3D分数塑性流动规则的土壤分数弹塑性本构模型
Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China;
Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China;
Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China;
Beijing Univ Civil Engn & Architecture, Beijing Adv Innovat Ctr Future Urban Design, Beijing 102616, Peoples R China;
Univ Glasgow, Sch Engn, Glasgow G12 8LT, Lanark, Scotland;
Soils; Constitutive model; Fractional plastic flow rule; True 3D stress condition; Critical state; Characteristic stress;
机译:答复关于“基于新型3D分数塑性流动规则的土壤的分数维弹塑性本构模型”的讨论[计算机。 Geotech。 105(2019)277-290]
机译:讨论论文``基于新型3D分数阶塑性流规则的土壤分数维弹塑性本构模型,陆德春,梁静宇,杜秀丽,马超,高志伟,计算机与岩土工程105(2019)277-290''
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