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- W2017705941 abstract "Research Article| January 01, 1979 A New Look at Compaction Processes in Fills RALPH J. HODEK; RALPH J. HODEK Ralph J. Hodek is Associate Professor of Civil Engineering at Michigan Technological University and C. William Lovell is Professor of Civil Engineering, Purdue University, W. Lafayette, Indiana. Search for other works by this author on: GSW Google Scholar C. WILLIAM LOVELL C. WILLIAM LOVELL Ralph J. Hodek is Associate Professor of Civil Engineering at Michigan Technological University and C. William Lovell is Professor of Civil Engineering, Purdue University, W. Lafayette, Indiana. Search for other works by this author on: GSW Google Scholar Author and Article Information RALPH J. HODEK Ralph J. Hodek is Associate Professor of Civil Engineering at Michigan Technological University and C. William Lovell is Professor of Civil Engineering, Purdue University, W. Lafayette, Indiana. C. WILLIAM LOVELL Ralph J. Hodek is Associate Professor of Civil Engineering at Michigan Technological University and C. William Lovell is Professor of Civil Engineering, Purdue University, W. Lafayette, Indiana. Publisher: Association of Environmental & Engineering Geologists First Online: 02 Mar 2017 Online Issn: 1558-9161 Print Issn: 1078-7275 © 1979 Association of Engineering Geologists Environmental & Engineering Geoscience (1979) xvi (4): 487–499. https://doi.org/10.2113/gseegeosci.xvi.4.487 Article history First Online: 02 Mar 2017 Cite View This Citation Add to Citation Manager Share Icon Share Facebook Twitter LinkedIn MailTo Tools Icon Tools Get Permissions Search Site Citation RALPH J. HODEK, C. WILLIAM LOVELL; A New Look at Compaction Processes in Fills. Environmental & Engineering Geoscience 1979;; xvi (4): 487–499. doi: https://doi.org/10.2113/gseegeosci.xvi.4.487 Download citation file: Ris (Zotero) Refmanager EasyBib Bookends Mendeley Papers EndNote RefWorks BibTex toolbar search Search Dropdown Menu toolbar search search input Search input auto suggest filter your search All ContentBy SocietyEnvironmental & Engineering Geoscience Search Advanced Search Abstract Study of compacted soils by geotechnical engineers over the past twenty years has resulted in a practical explanation of the compaction process, and of the effects of compaction variables, which is both simple and easily understood. Such explanations are essential to economical design and construction of a wide variety of fills. Earlier work focused on the concentration and distribution of solids in the compacted mass, while more recent research has dealt with the distribution of voids (pores).The physical model is one of coarse particles and aggregations of fine particles. The coarse particles are generally brittle, while the aggregates of fine particles may be either brittle or plastic, depending upon their moisture condition. The fill compaction is thus achieved by one of three mechanisms: (a) pushing the soil aggregates closer together, (b) breaking the brittle aggregates and (c) plastically deforming the plastic aggregates.The principal evidence of the compaction results is in the distribution of pores, viz., the relative amounts of pore space in inter aggregate and intra aggregate voids. The interaggregate pores are considerably larger than the other, and can be reasonably controlled by appropriate construction specifications for the fill. For example, the transmission of fluids through a landfill can be reduced by thinner compaction lifts, moisture control during compaction, and thorough rolling.The authors present experimental evidence to support their compactive mechanism model, which may be quite helpful to those geologists and engineers concerned with the design and construction of a wide variety of fills. This content is PDF only. Please click on the PDF icon to access. First Page Preview Close Modal You do not have access to this content, please speak to your institutional administrator if you feel you should have access." @default.
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