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3D characterization of localized shear failure in loess subject to triaxial loading .pdf (1.58 MB)

3D characterization of localized shear failure in loess subject to triaxial loading

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journal contribution
posted on 2023-07-21, 11:19 authored by YY Zhou, B Yu, W Fan, Tom DijkstraTom Dijkstra, YN Wei, LS Deng
The reduction of shear strength of loess slopes is generally driven by localized failure in loess that lowers the trigger thresholds of major landslide geohazards in these materials. Shear failure is initially manifested as discontinuous microscale fractures that progressively develop into macroscale rupture surfaces. In this study, the development of localized shear failure in Malan loess is investigated through an approach combining laboratory triaxial shear test and X-ray micro-computed tomography (μ-CT). The spatial distribution and morphological evolution of fractures associated with the shear failure plane are observed at different loading stages in a non-destructive manner. It is found that, with ongoing strain, the number and persistence of multiple undulating fracture surfaces gradually increase after peak strength condition are reached until a single, dominant shear failure plane is formed. Most fracture surfaces are oblique to the major principal stress direction forming a shear band of finite thickness. Within this band it is possible to observe zones where varying strain magnitude is accommodated by a network of fracture surfaces. The effect of strain accumulation and local shear failure on the sample's macroporosity was determined by performing calculations on the CT images of each loading stage. Whereas the bulk sample underwent a reduction in macroporosity as a result of the triaxial compression, movement along undulating fracture surfaces results in the opening (and closing) of apertures with ongoing shear strain within a shear band of finite thickness. The overall result is an increase in macroporosity in this shear band with an estimated thickness of approximately 5 mm. Image analysis also allows characterization of changes in the 3D macropore network of the original loess fabric. Macropore network can be disconnected, dislocated and even destroyed when affected by shear failure development. These morphological variations of macropores serve as benchmarks that indicate the early initiation and expanding range of local shear failure and also allow the evaluation of the effect of local shear failure on seepage characteristics. The results of this study could provide important insights into multi-scale modelling of mechanical behaviour of loess.

Funding

National Natural Science Foundation of China [grant number 42220104005]

National Key R&D Program of China [2022YFC3003400]

“111” Overseas Expertise Introduction Center for Discipline Innovation of China [grand number B18046]

Fundamental Research Funds for the Central Universities, CHD [300102263204]

History

School

  • Architecture, Building and Civil Engineering

Published in

Engineering Geology

Volume

322

Publisher

Elsevier

Version

  • AM (Accepted Manuscript)

Rights holder

© Elsevier

Publisher statement

This paper was accepted for publication in the journal Engineering Geology and the definitive published version is available at https://doi.org/10.1016/j.enggeo.2023.107174

Acceptance date

2023-05-18

Publication date

2023-05-24

Copyright date

2023

ISSN

0013-7952

eISSN

1872-6917

Language

  • en

Depositor

Dr Tom Dijkstra. Deposit date: 18 July 2023

Article number

107174

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