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尹振宇教授学术报告:Time-dependent behaviour of clay: experiment, modelling and application

发布者:宋健发布时间:2022-06-27浏览次数:967

土木与交通学院院士专家系列学术报告之二百零四

 

  目:Time-dependent behaviour of clay: experiment, modelling and application

报告人:尹振宇 教授 (香港理工大学)

  间:2022630 上午10:00-11:30

  点:线上腾讯会议ID215-387-701

 

欢迎各位老师、同学参加!

                                   河海大学土木与交通学院

2022627

摘要

The design and construction of infrastructures such as tunnels, dams and embankments, on soft clay deposits is an engineering challenge because of the very complex behaviour of natural clays. Various fundamental aspects of the behaviour of natural soils, such as anisotropy, change of structure at the microscale and viscosity influence the soil response to loading. Whilst, accurate long-term predictions require models that take into account the viscosity of soft soils. The presentation will be made of two parts: (1) the development of elasto-viscoplastic models for natural clays accounting for anisotropy, viscosity, destructuration and their coupling effects will be illustrated; (2) the application of the models to some geotechnical structures such as a tunnel in soft clays and embankment on soft clays will be showcased.

 

报告人简介:

    尹振宇,香港理工大学土木与环境工程系教授,1997年获浙江大学建筑工程专业学士学位,之后在浙江嘉华建筑设计有限公司工作过5年,于2003年、2006年分别获得法国南特中央理工大学岩土工程专业硕士和博士学位。曾于2011年入选上海市特聘教授东方学者;兼任美国土木工程师协会(ASCE粒状材料专业委员会理事;任欧洲环境与土木学报(EJECE)Geotechnique Letters副主编;日本土工(S & F)、加拿大土工(Can.Geot. J.)、ASCE-IJOMActa GeotechnicaTransportation GeotechnicsComputers and Geotechnics等期刊编委;主要从事土力学与岩土工程方面的教学和研究,近年来在国际核心刊物上发表SCI论文230余篇,WOSH指数为47