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名师讲坛 — 学术系列讲座(一): Constitutive modelling of cyclic behavior of soils

发布时间:2018-04-10    浏览次数:617

名师讲坛 — 学术系列讲座(一)

 报告题目:

Constitutive modelling of cyclic behavior of soils   

报 告 人:CHAN, Dave Hung Kwan     

报告时间:2018417日,下午3:00 

报告地点:地学楼416

报告摘要:

The seminar presents the mechanics and stress-strain response of sands under cyclic loading. A constitutive model, formulated using the critical state theory within the bounding surface plasticity framework, is proposed which is based an existing model developed at the University of Alberta for monotonic behavior of cohesionless sands. With modification of the hardening law, plastic volumetric strain increment and unloading plastic modulus, the original model was modified for simulating cyclic loading. The model has been validated against triaxial cyclic loading tests for Fuji River sand, Toyoura sand and Nigata sand. Comparison between the measured and predicted results suggests that the proposed modified model can capture the main features of cohesionless sands under drained and undrained cyclic loading.

报告人简介:

Dr. Dave现为加拿大阿尔伯塔大学土木与环境学院教授,博士生导师,研究生院副院长。担任岩土工程领域顶级刊物《Canadian Geotechnical Journal》副主编;研究方向涉及地下结构、边坡稳定性、大坝稳定、泥石流及土体液化等研究领域,特别是在土体本构模型和数值计算等方面具有很高的学术造诣。发表SCI论文120余篇,发表超过50余次大会报告。



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