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  • 标题:Interpreting measurements of small strain elastic shear modulus under unsaturated conditions
  • 本地全文:下载
  • 作者:Ahmed Hasan ; Ahmed Hasan ; Simon Wheeler
  • 期刊名称:E3S Web of Conferences
  • 印刷版ISSN:2267-1242
  • 电子版ISSN:2267-1242
  • 出版年度:2016
  • 卷号:9
  • 页码:1-6
  • DOI:10.1051/e3sconf/20160909006
  • 语种:English
  • 出版社:EDP Sciences
  • 摘要:Bender element testing of unsaturated isotropically compacted speswhite kaolin samples was used to investigate the variation of small strain elastic shear modulus G under unsaturated conditions. Testing was performed in a suction-controlled triaxial cell and involved combinations of isotropic loading and unloading stages and wetting and drying stages. Analysis of the experimental results indicated that the variation of G could be represented by a simple expression involving only mean Bishop’s stress p* and specific volume v, with the only significant mismatches between measured and predicted values of G occuring at the end of final unloading. No significant improvement of fit was achieved by incorporating additional dependency on degree of saturation Sr or a bonding parameter ζ. The proposed expression for G reverts to a well-established form for saturated soils as Sr tends to 1.
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