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: Simple pressuremeter approach to lateral loads on piles
  name:
    name part: Donthireddy, Srinivas
    name part: 1970-
    role:
      role term: creator
  type of resource: text
  genre: bibliography
  origin info:
    place:
      place term: xx
    date issued: 1995
    issuance: monographic
  language:
    language term: eng
  physical description:
    form: print
    form: remote
    extent: xi, 190 leaves : illustrations ; 28 cm.
  abstract: A&M University to tests conducted in France. The piles have
  abstract: Attempts are constantly being made to obtain much simpler and
  abstract: case histories selected are from various locations ranging
  abstract: developed by Dr. Briaud at Texas A&M University. The SPALLOP
  abstract: easily applicable alternative solutions. The SPALLOP method
  abstract: engineering for a long time. Application of these solutions
  abstract: Finite element solutions have been available to problems in
  abstract: for predicting the ultimate lateral load capacity was
  abstract: from the national geotechnical experimentation sites at Texas
  abstract: lateral deflection at working loads. As a part of the
  abstract: lengths ranging from 2 to 20 m and diameters ranging from 0.3
  abstract: loads were studied. Pressuremeter tests were conducted in
  abstract: method is both a simple and an accurate tool for predicting
  abstract: modulus, predicted load, and the predicted deflection. The
  abstract: profiles of limit pressure, load-deflection curves, soil
  abstract: research, 47 case histories of piles subjected to lateral
  abstract: results are compared to the actual load tests. After
  abstract: studying the results recommendations have been made to modify
  abstract: the equation to increase the accuracy of prediction.
  abstract: the soil surrounding these piles and then lateral load tests
  abstract: The SPALLOP was applied to each pile in the database and the
  abstract: the ultimate lateral load that the pile will resist and the
  abstract: to 1.3 m. The. piles are of different shapes and materials.
  abstract: to problems in practice is tedious and time consuming.
  abstract: were carried out. A database was created and includes
  note: by Srinivas Donthireddy.
  note: "Major subject: Civil Engineering".
  note: Vita.
  note: Also available online.
  note: Issued also on microfiche from Lange Micrographics.
  note: M.S. Texas A&M University 1995.
  note: Includes bibliographical references.
  subject:
    topic: Major civil engineering
  identifier: https://hdl.handle.net/1969.1/ETD-TAMU-1995-THESIS-D66
  related item:
    location:
      url: https://hdl.handle.net/1969.1/ETD-TAMU-1995-THESIS-D66
  record info:
    record content source: TXA
    record creation date: 960809
    record change date: 20220103134657.0
    record identifier: in00001315361