Failure state of a sand in simple shear

The stress state in many practical geotechnical problems is analogous to simple shear strain. However, the devices available to test soil samples in simple shear strain impose nonuniform stress and strain fields. Consequently, the interpretation of results from simple shear tests is often questioned...

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Veröffentlicht in:	Canadian geotechnical journal 1988-05, Vol.25 (2), p.395-400
1. Verfasser:	Budhu, Muniram
Format:	Artikel
Sprache:	eng
Online-Zugang:	Volltext
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