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Bulletin of Engineering Geology and the Environment
Erschienen in: Bulletin of Engineering Geology and the Environment 1/2013

01.02.2013 | Original Paper

Experimental analysis of shear band formation in plane strain tests on Shanghai silty clay

verfasst von: Juyun Yuan, Qihui Zhang, Bei Li, Xihong Zhao

Erschienen in: Bulletin of Engineering Geology and the Environment | Ausgabe 1/2013

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Abstract

The paper discusses a series of plane strain tests undertaken on Shanghai silty clay under consolidated undrained conditions to investigate the formation of shear bands. Four deformation transducers were installed on both sides of the specimens. Based on the observed deviator stress versus vertical strain curves and lateral strain versus vertical strain curves, the shear band formation can be divided into four phases: initial bifurcation, peak stress, shear band completion, and residual strength. Four shear band shapes were distinguished: single type, ‘X’ type, wedge type and sub-single type.
Vorheriger Artikel Laboratory shear strength parameters of cohesive soils: variability and potential effects on slope stability
Nächster Artikel Delineation of waterlogged area in inaccessible underground workings at Hingir Rampur Colliery using 2D resistivity imaging: a case study

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Metadaten
Titel
Experimental analysis of shear band formation in plane strain tests on Shanghai silty clay
verfasst von
Juyun Yuan
Qihui Zhang
Bei Li
Xihong Zhao
Publikationsdatum
01.02.2013
Verlag
Springer-Verlag
Erschienen in
Bulletin of Engineering Geology and the Environment / Ausgabe 1/2013
Print ISSN: 1435-9529
Elektronische ISSN: 1435-9537
DOI
https://doi.org/10.1007/s10064-012-0453-4

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