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Experimental Study of Circular Plates on a Sand Basement Under the Action of a Vertical Load.

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Title: Experimental Study of Circular Plates on a Sand Basement Under the Action of a Vertical Load.
Authors: Ter-Martirosyan, A. Z.1 (AUTHOR) gic-mgsu@mail.ru, Filippov, K. A.1 (AUTHOR)
Source: Soil Mechanics & Foundation Engineering. Jan2025, Vol. 61 Issue 6, p571-576. 6p.
Subjects: Settlement of structures, Basements, Sand, Soils
Abstract: The purpose of the experimental study of circular plates on a sand basement under the vertical load was to verify the numerical analytic solution obtained previously to determine the settlement of a circular foundation on an elastic-plastic base. Shear-strength and triaxial compression tests were carried out to determine the mechanical parameters of the soils. Experimental results of plate tests showed good convergence with the calculated 'settlement–load' plots. The experimental data can be used to verify the methods of settlement and bearing-capacity calculations. [ABSTRACT FROM AUTHOR]
Copyright of Soil Mechanics & Foundation Engineering is the property of Springer Nature and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)
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  Data: Experimental Study of Circular Plates on a Sand Basement Under the Action of a Vertical Load.
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  Data: <searchLink fieldCode="AR" term="%22Ter-Martirosyan%2C+A%2E+Z%2E%22">Ter-Martirosyan, A. Z.</searchLink><relatesTo>1</relatesTo> (AUTHOR)<i> gic-mgsu@mail.ru</i><br /><searchLink fieldCode="AR" term="%22Filippov%2C+K%2E+A%2E%22">Filippov, K. A.</searchLink><relatesTo>1</relatesTo> (AUTHOR)
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  Data: <searchLink fieldCode="JN" term="%22Soil+Mechanics+%26+Foundation+Engineering%22">Soil Mechanics & Foundation Engineering</searchLink>. Jan2025, Vol. 61 Issue 6, p571-576. 6p.
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  Data: <searchLink fieldCode="DE" term="%22Settlement+of+structures%22">Settlement of structures</searchLink><br /><searchLink fieldCode="DE" term="%22Basements%22">Basements</searchLink><br /><searchLink fieldCode="DE" term="%22Sand%22">Sand</searchLink><br /><searchLink fieldCode="DE" term="%22Soils%22">Soils</searchLink>
– Name: Abstract
  Label: Abstract
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  Data: The purpose of the experimental study of circular plates on a sand basement under the vertical load was to verify the numerical analytic solution obtained previously to determine the settlement of a circular foundation on an elastic-plastic base. Shear-strength and triaxial compression tests were carried out to determine the mechanical parameters of the soils. Experimental results of plate tests showed good convergence with the calculated 'settlement–load' plots. The experimental data can be used to verify the methods of settlement and bearing-capacity calculations. [ABSTRACT FROM AUTHOR]
– Name: AbstractSuppliedCopyright
  Label:
  Group: Ab
  Data: <i>Copyright of Soil Mechanics & Foundation Engineering is the property of Springer Nature and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.)
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        Value: 10.1007/s11204-025-10012-4
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      – Code: eng
        Text: English
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      – SubjectFull: Settlement of structures
        Type: general
      – SubjectFull: Basements
        Type: general
      – SubjectFull: Sand
        Type: general
      – SubjectFull: Soils
        Type: general
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      – TitleFull: Experimental Study of Circular Plates on a Sand Basement Under the Action of a Vertical Load.
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              Text: Jan2025
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