• DocumentCode
    1161060
  • Title

    Theory and Practice of Soil Densifcation

  • Author

    Winterkorn, H.F.

  • Volume
    77
  • Issue
    3
  • fYear
    1958
  • fDate
    4/1/1958 12:00:00 AM
  • Firstpage
    1060
  • Lastpage
    1068
  • Abstract
    Of the several factors that determine the thermal resistivity of soils the "dry" density, i.e., the weight of the solid soil components per unit volume, varies the least under normal surface conditions. Because of this, and since for the same soil composition, the thermal resistivity decreases with increasing density, optimum densification should be sought for soils that must dissipate beat transmitted to them from electric cable and conduit systems. Such soils include the normally granular bedding and enveloping of the cable and conduit, the original, often cohesive, excavation soil which is employed for the upper and surface sections of the trench, and sometimes the soil outside of the trench proper if the system is placed in a loose natural soil or in fill. Obviously, the engineer entrusted with the design and construction of underground cable or conduit systems must be concerned with the principles governing the potential densities of soil materials and also with those underlying the methods by which the design densities are obtained in the field.
  • Keywords
    Compaction; Foot; Moisture; Rough surfaces; Shape; Soil; Solids; Surface roughness; Surface treatment; Thermal conductivity;
  • fLanguage
    English
  • Journal_Title
    Power Apparatus and Systems, Part III. Transactions of the American Institute of Electrical Engineers
  • Publisher
    ieee
  • ISSN
    0097-2460
  • Type

    jour

  • DOI
    10.1109/AIEEPAS.1958.4500098
  • Filename
    4500098