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Influence of Reconsolidation Techniques and Strain Rate on the Stiffness of Undisturbed Clays from Triaxial Tests
Influence of Reconsolidation Techniques and Strain Rate on the Stiffness of Undisturbed Clays from Triaxial Tests
Influence of Reconsolidation Techniques and Strain Rate on the Stiffness of Undisturbed Clays from Triaxial Tests
1999
Article (Journal)
English
BKL:
38.58
Geomechanik
/
56.20
Ingenieurgeologie, Bodenmechanik
Local classification TIB:
770/4815/6545
British Library Online Contents | 1999
|Anisotropy of small strain stiffness of undisturbed and reconstituted clays
British Library Conference Proceedings | 1999
|Small strain stiffness of Pleistocene clays in triaxial compression
British Library Conference Proceedings | 1994
|Corrections for Triaxial Tests on Undisturbed Soils
British Library Online Contents | 1998
|Undisturbed clay samples and undisturbed clays
Engineering Index Backfile | 1941
|