Multi-scale characterization of retention and shrinkage behaviour of four Australian clayey soils

Author:

Liu Xianfeng1,Buzzi Olivier1,Yuan Shengyang1,Mendes Joao2,Fityus Stephen1

Affiliation:

1. Priority Research Centre for Geotechnical and Materials Modelling, The University of Newcastle, Newcastle, NSW 2308, Australia.

2. Laboratoire SIAME, Université de Pau et des Pays de l’Adour, France.

Abstract

This paper presents a comprehensive experimental investigation on shrinkage and soil-water retention behaviour at macroscale and microscale of four natural Australian soils upon drying and wetting. Both reconstituted and intact states were tested. First, a comprehensive physicochemical characterization of the four soils was performed to provide a complete picture of the mineralogical composition and surface properties as well as different initial structure associated with reconstituted and intact states. Then, macroscale testing was conducted and complemented by microstructural analyses through mercury intrusion porosimetry (MIP) and scanning electron microscope (SEM) observations. These provided a comprehensive picture of the microfabric evolution of the soils tested along the drying–wetting path. All the experimental results were discussed in a coupled multi-scale manner.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Reference62 articles.

1. AFNOR. 1999. Qualité des sols. Méthodes chimiques. Détermination de la capacité d’échange cationique (CEC) et des cations extractives. French standard-NF X 31-130, Paris.

2. The fabric of a clay soil under controlled mechanical and hydraulic stress states

3. Expansive bentonite–sand mixtures in cyclic controlled-suction drying and wetting

4. AS 1289.7.1.1. 1992. Methods for testing soils for engineering purposes. Method 7.1.1: determination of the shrinkage index of a soil; shrink swell index. Australian standard AS 1289.7.1.1. Standards Australia, Sydney, NSW, Australia.

5. Effective Stress in Clays of Various Mineralogy

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3