A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Soil liquefaction : a critical state approach
"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." --
Soil liquefaction : a critical state approach
"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." --
Soil liquefaction : a critical state approach
Jefferies, Mike (author) / Been, Ken (author)
Second edition
2016
xxi, 690 Seiten
26cm
Illustrationen, Diagramme
Includes bibliographical references (page 659-676) and index
Report
English
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
RVK:
ZI 6130
DDC:
624.15136
/
624.1/5136
Soil liquefaction - a critical state approach
Online Contents | 2008
Soil liquefaction : a critical state approach
| TIBKAT | 2002
Gold tailings liquefaction under critical state soil mechanics
| British Library Online Contents | 2012
Gold tailings liquefaction under critical state soil mechanics
| Online Contents | 2012
The critical state line and its application to soil liquefaction
| British Library Conference Proceedings | 1999