標題: Fabric evolution of granular assembly under K-0 loading/unloading
作者: Liou, JC
Pan, YW
土木工程學系
Department of Civil Engineering
關鍵字: fabric evolution;K-0 condition;granular assembly;micromechanics;fabric tensor;wave propagation
公開日期: 1-十一月-2003
摘要: This study attempted to investigate the fabric evolution in K-0 loading/unloading. The work made use of a field simulator to control K-0 loading/unloading in large specimens prepared by air-pluviation. In each loading stage, wave velocities along various propagation directions were measured. On the basis of the theories of micro-mechanics and wave propagation, the microscopic parameters of the granular assembly were back calculated to investigate the fabric evolution of granular soil during K-0 loading/unloading. In this study, the Geometric fabric was modelled by fabric tensors of ranks 2 and 4. The comparison of calibrated results using ranks 2 and 4 revealed the advantage of the usage of rank-4 fabric tensor in modelling fabric evolution in spite of its complexity. By comparing relative magnitudes of vertical and horizontal components of geometric fabric, it was demonstrated that relative constraint in lateral directions increased during K-0-unloading in order to maintain a K-0 condition. It revealed that fabric evolution was responsible for a higher K-0 in unloading than K-0 in loading. Copyright (C) 2003 John Wiley Sons, Ltd.
URI: http://dx.doi.org/10.1002/nag.316
http://hdl.handle.net/11536/27442
ISSN: 0363-9061
DOI: 10.1002/nag.316
期刊: INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS
Volume: 27
Issue: 13
起始頁: 1099
結束頁: 1122
顯示於類別:期刊論文


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