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Soil liquefaction : a critical state approach / Mike Jeffries, Golder Associates (UK), Canada; Ken Been, Golder Associates, Houston, USA

By: Contributor(s): Material type: TextSeries: Applied geotechnicsPublisher: Boca Raton, Fla. : CRC Press, 2016Edition: 2nd edDescription: xxi, 690 p. : ill. , charts ; 27 cmISBN:
  • 9780367873400
Subject(s): LOC classification:
  • TA710 .J44 2016
Summary: "Soil Liquefaction has become widely cited. It is built on the principle that liquefaction can, and must, be understood from mechanics. This second edition is developed from this premise in three respects: with the inclusion of silts and sandy silts commonly encountered as mine tailings, by an extensive treatment of cyclic mobility and the cyclic simple shear test, and through coverage from the "element" scale seen in laboratory testing to the evaluation of "boundary value problems" of civil and mining engineering. As a mechanics-based approach is necessarily numerical, detailed derivations are provided for downloadable open-code software (in both Excel/VBA and C++) including code verifications and validations. The "how-to-use" aspects have been expanded as a result of many conversations with other engineers, and these now cover the derivation of soil properties from laboratory testing through to assessing the in situ state by processing the results of cone penetration testing." -- from publisher
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Cover image Item type Current library Home library Collection Shelving location Call number Materials specified Vol info URL Copy number Status Notes Date due Barcode Item holds Item hold queue priority Course reserves
Textbooks Library Neapolis University Pafos NUP Main Collection: Textbooks TA710 .J44 2016 (Browse shelf(Opens below)) 1 Not For Loan 3011043
Textbooks Library Neapolis University Pafos NUP Main Collection: Textbooks TA710 .J44 2016 (Browse shelf(Opens below)) 2 Available 3011042
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Includes bibliographical references and index.

"Soil Liquefaction has become widely cited. It is built on the principle that liquefaction can, and must, be understood from mechanics. This second edition is developed from this premise in three respects: with the inclusion of silts and sandy silts commonly encountered as mine tailings, by an extensive treatment of cyclic mobility and the cyclic simple shear test, and through coverage from the "element" scale seen in laboratory testing to the evaluation of "boundary value problems" of civil and mining engineering. As a mechanics-based approach is necessarily numerical, detailed derivations are provided for downloadable open-code software (in both Excel/VBA and C++) including code verifications and validations. The "how-to-use" aspects have been expanded as a result of many conversations with other engineers, and these now cover the derivation of soil properties from laboratory testing through to assessing the in situ state by processing the results of cone penetration testing." -- from publisher

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