Acta Geotechnica - Journal - Bridge of Knowledge

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Acta Geotechnica

ISSN:

1861-1125

eISSN:

1861-1133

Disciplines
(Field of Science):

  • Civil engineering, geodesy and transport (Engineering and Technology)
  • Environmental engineering, mining and energy (Engineering and Technology)

Ministry points: Help

Ministry points - current year
Year Points List
Year 2024 140 Ministry scored journals list 2024
Ministry points - previous years
Year Points List
2024 140 Ministry scored journals list 2024
2023 140 Ministry Scored Journals List
2022 140 Ministry Scored Journals List 2019-2022
2021 140 Ministry Scored Journals List 2019-2022
2020 140 Ministry Scored Journals List 2019-2022
2019 140 Ministry Scored Journals List 2019-2022
2018 35 A
2017 35 A
2016 35 A
2015 30 A
2014 25 A
2013 25 A
2012 35 A
2011 35 A
2010 2 B

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Hybrid

Points CiteScore:

Points CiteScore - current year
Year Points
Year 2022 8.7
Points CiteScore - previous years
Year Points
2022 8.7
2021 7.3
2020 6.4
2019 6.1
2018 5
2017 5.2
2016 4.9
2015 3.9
2014 2.5
2013 1.9
2012 2.2
2011 2.5

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total: 15

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Year 2024
  • Experimental observations on the creep behaviour of frozen soil
    Publication

    - Acta Geotechnica - Year 2024

    Constitutive models in the literature for creep of frozen soil are based on the direct use of time counted from the onset of creep. An explicit time dependence in a constitutive equation violates the principles of rational mechanics. No change in stress or temperature is allowed for during creep, using the time-based formulations. Moreover, the existing descriptions need much verification and improvement on the experimental side...

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  • Modelling tunnelling-induced deformation in stiff soils with a hyperelastic–plastic anisotropic model
    Publication

    - Acta Geotechnica - Year 2024

    In this paper, the tunnelling-induced deformation in anisotropic stiff soils is analysed using FE modelling. The influence of material description is investigated rather than an advanced simulation of the tunnelling method. A new hyperelastic– plastic model is proposed to describe the anisotropic mechanical behaviour of stiff highly overconsolidated soil. This model can reproduce the superposition of variable stress-induced anisotropy...

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