集团首页    
热点新闻
2024-07-12
为深入贯彻落实党的教育方针,深化党史学习教育,弘扬革命传统,6月22日,太阳成集团tyc33455cc太阳成集团tyc33455cc测绘与...
学术报告

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:

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,研究生院副经理。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。



分享到: