rdf-syntax-grammar
mods:
  schema location: http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-2.xsd
  title info:
    title: Laboratory compaction of cohesionless sands
  name:
    name part: Delphia, John Girard
    name part: 1961-
    role:
      role term: creator
  type of resource: text
  genre: bibliography
  origin info:
    place:
      place term: xx
    date issued: 1998
    issuance: monographic
  language:
    language term: eng
  physical description:
    form: print
    form: remote
    extent: xii, 76 leaves : illustrations ; 28 cm.
  abstract: A total of 62 cohesiveness sands were tested to rographics.
  abstract: analysis is given to demonstrate this effect.
  abstract: be quite high. An example of the use of the settlement
  abstract: by the coefficient of uniformity, whereas the particle
  abstract: coefficient of uniformity below 3.5. Graphs
  abstract: compaction methods were used: 1) Standard Proctor', 2)
  abstract: compaction test method on the maximum dry unit weight
  abstract: consistently high values of the maximum dry unit
  abstract: detrimental effects on structures built on top of
  abstract: dry unit weight over the entire test range, whereas
  abstract: during compaction. Three different laboratory
  abstract: for the maximum dry unit weight for values of the
  abstract: important. The grain size distribution is represented
  abstract: investigate the importance of the water content, grain
  abstract: laboratory compaction method were found to be the most
  abstract: low relative compaction the amount of settlement can
  abstract: Modified Proctor; and 3) Vibrating hammer. The effects
  abstract: of the grain size distribution, particle shape and
  abstract: Proctor test method yielded low values for the maximum
  abstract: sand grains. The various laboratory compaction methods
  abstract: settlement of a compacted soil, which would have
  abstract: shape is represented by the degree of roundness of the
  abstract: shape, grain crushing during testing and laboratory
  abstract: size distribution, grading of the soil, particle
  abstract: summarizing the results are presented to aid in
  abstract: the compaction of cohesiveness sands. Additionally,
  abstract: the graphs are used to estimate the maximum possible
  abstract: the modified Proctor test method yielded low values
  abstract: them. It is shown that if the soil is compacted to a
  abstract: understanding the effects of the various parameters on
  abstract: used in this study indicated the importance of
  abstract: vibrating hammer compaction test method yielded
  abstract: vibration on the compaction of cohesiveness sands. The
  abstract: weight over the complete range of tests. The standard
  note: by John Girard Delphia.
  note: "Major subject: Civil Engineering".
  note: Vita.
  note: Also available online.
  note: M.S. Texas A&M University 1998.
  note: Includes bibliographical references (leaves 73-75).
  subject:
    topic: Major civil engineering
  identifier: https://hdl.handle.net/1969.1/ETD-TAMU-1998-THESIS-D455
  related item:
    location:
      url: https://hdl.handle.net/1969.1/ETD-TAMU-1998-THESIS-D455
  record info:
    record content source: TXA
    record creation date: 991019
    record change date: 20220103114453.0
    record identifier: in00001510853