Skip to main navigation Skip to search Skip to main content

Effect of Density on the Pore Size and Pore Volume of Expansive Clays

  • University of Texas at Arlington
  • King Saud University

Research output: Chapter in Book/Report/Conference proceedingChapterpeer-review

10 Scopus citations

Abstract

It is a well established fact that, both pore size and volume govern the density and particle size characteristics of any soil. For clayey soils, higher densities followed by lesser particle size result in low pore volumes. However, not many studies were conducted on how these pore characteristics alter with variations in density and particle size. This paper presents the results of a study conducted to understand the effect of compaction effort on the pore size and pore volume characteristics on two semi-arid expansive clays. These two clays selected represent soils with different degrees of expansivity, particle sizes and mineralogy. Mercury Intrusion Porosimetry tests were conducted to study the pore size characteristics at 100, 95, 90, 85, 80, 75 and 70% of maximum dry density (MDD) at corresponding optimum moisture content values. Both pore volume and pore size were analysed with varying density characteristcs and particle sizes. It was observed that in case of samples conducted at 100% MDD, about 50% of the pores were larger than 0.1 μm and this value increased with reduction in density. The current observations assume practical importance especially in the wake of microbial treatments for soils where the the passage of microbes depends on the pore size and more specifically pore throat size.

Original languageAmerican English
Title of host publicationGeo-China 2016
Subtitle of host publicationIn Situ and Laboratory Test Methods for Site Characterization, Design, and Quality Control
PublisherAmerican Society of Civil Engineers
Pages183-190
Number of pages8
Volume2016-January
Edition265 GSP
ISBN (Electronic)9780784480083
DOIs
StatePublished - 2016
Event4th Geo-China International Conference: In Situ and Laboratory Test Methods for Site Characterization, Design, and Quality Control, Geo-China 2016 - Shandong, China
Duration: 25 Jul 201627 Jul 2016

Publication series

NameGeotechnical Special Publication
PublisherAmerican Society of Civil Engineers (ASCE)
ISSN (Print)0895-0563

Conference

Conference4th Geo-China International Conference: In Situ and Laboratory Test Methods for Site Characterization, Design, and Quality Control, Geo-China 2016
Country/TerritoryChina
CityShandong
Period25/07/1627/07/16

EGS Disciplines

  • Civil Engineering

Fingerprint

Dive into the research topics of 'Effect of Density on the Pore Size and Pore Volume of Expansive Clays'. Together they form a unique fingerprint.

Cite this