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    曹玲副教授学术报告——Evolution Law Of Cracks & Stability Ana

    作者: 发布时间:2019年09月17日 14:29 浏览:

    报 告 名 称 

    Evolution Law Of Cracks & Stability Analysis Of Expansive Pavements 

    时    间 

    2019920日上午10:00 

    地    点 

    地学楼二楼学术报告厅 

    主 讲 人 

    曹玲副教授 

    报  告  摘  要

    In central and northern parts of Louisiana, especially in northwestern Louisiana, most of the subsurface soils down to a depth of 20 feet are mainly stiff red, gray and brown fat clay with high plasticity indexes. They contain large quantities of montmorillonite clay mineral, and are known as “cracking clays” because of the large, deep cracks that form in dry weather. This high shrinkswell property can cause serious damage to foundations, highways. 

    Focused on the crack characteristic, the expansive soil is analyzed through laboratory test and numerical simulation. Experimental researches are carried out on crack observation, quantificational description of cracks, seepage characteristic of crack networks and strength characteristic of cracked soil. 

    报  告  人  简  介

    曹玲博士,土木与建筑学院副教授,在国家留学基金委资助下于2018.8~2019.8访问美国路易斯安娜科技大学。该报告将介绍非饱和膨胀土路堑边坡稳定性研究的最新进展。 

     

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