Influence of Fines Content on Consolidation and Compressibility Characteristics of Granular Materials

World Multidisciplinary Civil Engineering-Architecture-Urban Planning Symposium - WMCAUS

土木建筑工程

Lipiski, Miroslaw J.^1 ; Wdowska, Malgorzata K.^1 ; Jaro, Lukasz^1

Warsaw University of Life Sciences, Faculty of Civil and Environmental Engineering, Department of Geotechnical Engineering, Nowoursynowska 159, Warsaw

02-776, Poland^1

关键词: Cohesionless soil;    Fines content;    Plastic clay;    Soil behaviour;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/245/3/032062/pdf
DOI  :  10.1088/1757-899X/245/3/032062

学科分类：土木及结构工程学

来源: IOP

【 摘 要 】

Various behaviour of soil under loading results to large extent from kind of soil considered. There is a lot of literature concerning pure sand or plastic clays, while little is known about materials, which are from classification point of view, between those soils. These materials can be considered as cohesionless soils with various fines content. The paper present results of tests carried out in large consolidometer on three kinds of soil, containing 10, 36 and 97% of fines content. Consolidation, permeability and compressibility characteristics were determined. Analysis of the test results allowed to formulate conclusion concerning change in soil behaviour resulting from fines content.