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Reuniting Micro And Macro Mechanics In Sands: A Systematic Approach

Lead Research Organisation: UNIVERSITY COLLEGE LONDON
Department Name: Civil Environmental and Geomatic Eng

Abstract

Soil behaviour is complex due to their particulate nature and natural origins. There are many factors to consider, such as pressure, density, particle breakage, thermo-chemical effects, so that the engineer necessarily has to select which are important for the design, with the high likelihood of making the wrong choice. For coarser grained soils such as sands, particulate methods, which model the sand as an assembly of grains rather than a continuum, are increasingly popular. Research on micromechanics has become very sophisticated, but it rarely provides the complete connected thread from the particle characterisation, through the micromechanics to the macroscopic behaviour, and the micro-macro link is tenuous. This project will tackle the long-existing research aim of linking micro to macro in a more systematic manner, using experimental and numerical approaches, for in-depth investigations of sand grain characteristics, contact mechanics and real contact area, macro-behaviour and macro-fabric, and the link between micro and macro.
 
Description So far the research has led to a much better understanding of what influences the behaviour of sands and coarse grained soils in general. High quality experimental data at the micro- and macroscale have been generated so that a micro-to-macro link can be investigated. Key differences have been found with the behaviour of ballast, the object of a previous project (EP/S026460/1), and in particular of the geological origin of a geomaterial has been identified as critical to the contact behaviour and therefore micro-macro link. Our research has led us to test lentils as a surrogate granular material, and we found how an outer shell affects the contact behaviour of the grains, which can be applied to any coated material. By using a high resolution laser confocal apparatus we were also able to detect how the contact area between sand grains evolves with load level . This will allow determine what type of contact law needs to be used to simulate sand grains numerically.
Exploitation Route Principally in the improvement of numerical models for granular soils.
Sectors Agriculture

Food and Drink

Chemicals

Construction

Environment

Pharmaceuticals and Medical Biotechnology

Transport

 
Description International Exchanges 2024 Cost Share (NSFC)
Amount £12,000 (GBP)
Funding ID IEC\NSFC\242509 
Organisation The Royal Society 
Sector Charity/Non Profit
Country United Kingdom
Start  
 
Title Inter-particle apparatus for sands 
Description A new apparatus has been designed to enable particle-to-particle compression and shearing tests on small grains of sands. This is a new improved apparatus developed based on a bespoke apparatus that was designed for coarse railway ballast testing as part of a new project. The capability of this newly-built inter-particle apparatus goes beyond all other similar apparatus and therefore is unique. 
Type Of Material Improvements to research infrastructure 
Year Produced 2024 
Provided To Others? Yes  
Impact This new bespoke apparatus enables research on the contact mechanics of sands with high level accuracy and a much greater reliability than any existing similar apparatus. 
 
Title Correction for particle surface topography in interparticle tangential shearing tests 
Description This article describes how to account for particle shape in interpreting inter-particle test results. 
Type Of Material Data analysis technique 
Year Produced 2024 
Provided To Others? Yes  
Impact It is too recent to comment on. 
URL https://is-grenoble2024.sciencesconf.org/resource/page/id/17