Modeling of shear stiffness reduction from database of axial load tests on pile foundations
Initiating at the small-strain shear modulus (Gmax), the mechanical nonlinear stress-strain-strength behavior of soil manifests in the form of modulus reduction, typically expressed in normalized form as Gop/Gmax. Here, Gop is the operative shear modulus – a reduced stiffness value corresponding to...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
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EDP Sciences
2019-01-01
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| Series: | E3S Web of Conferences |
| Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/18/e3sconf_isg2019_13002.pdf |
| _version_ | 1818418612677902336 |
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| author | Niazi Fawad S. Mayne Paul W. |
| author_facet | Niazi Fawad S. Mayne Paul W. |
| author_sort | Niazi Fawad S. |
| collection | DOAJ |
| description | Initiating at the small-strain shear modulus (Gmax), the mechanical nonlinear stress-strain-strength behavior of soil manifests in the form of modulus reduction, typically expressed in normalized form as Gop/Gmax. Here, Gop is the operative shear modulus – a reduced stiffness value corresponding to strain levels that the soil is experiencing. Assessment of Gop is critical to reliable predictions of load-related deformations within the soil. Among the various categories of loading, deep foundations and pilings exhibit a typical mechanism of axial load transfer to the foundation soil. For friction type piles, the stiffness reduction mostly takes place along the pile shaft-soil interface. Within the framework of an analytical solution, the back analyses from the results of load tests on pile foundations, together with the knowledge of pile geometries and soil parameters, provide an outline for evaluation of Gop at different load increments. This paper explains the methodology employed to develop stiffness reduction curves (Gop/Gmax) as a function of pseudo-strain (γp = wt/d), where, wt = settlement at the pile top, and d = pile diameter. Algorithms that integrate the plasticity characteristics of the soil are also presented. The results afford an improved evaluation of the complete nonlinear load-settlement (Q-wt) response for pile foundations under axial loads. |
| first_indexed | 2024-12-14T12:25:27Z |
| format | Article |
| id | doaj.art-c0ba1ab299294b14af6aa6bd71b12069 |
| institution | Directory Open Access Journal |
| issn | 2267-1242 |
| language | English |
| last_indexed | 2024-12-14T12:25:27Z |
| publishDate | 2019-01-01 |
| publisher | EDP Sciences |
| record_format | Article |
| series | E3S Web of Conferences |
| spelling | doaj.art-c0ba1ab299294b14af6aa6bd71b120692022-12-21T23:01:21ZengEDP SciencesE3S Web of Conferences2267-12422019-01-01921300210.1051/e3sconf/20199213002e3sconf_isg2019_13002Modeling of shear stiffness reduction from database of axial load tests on pile foundationsNiazi Fawad S.Mayne Paul W.Initiating at the small-strain shear modulus (Gmax), the mechanical nonlinear stress-strain-strength behavior of soil manifests in the form of modulus reduction, typically expressed in normalized form as Gop/Gmax. Here, Gop is the operative shear modulus – a reduced stiffness value corresponding to strain levels that the soil is experiencing. Assessment of Gop is critical to reliable predictions of load-related deformations within the soil. Among the various categories of loading, deep foundations and pilings exhibit a typical mechanism of axial load transfer to the foundation soil. For friction type piles, the stiffness reduction mostly takes place along the pile shaft-soil interface. Within the framework of an analytical solution, the back analyses from the results of load tests on pile foundations, together with the knowledge of pile geometries and soil parameters, provide an outline for evaluation of Gop at different load increments. This paper explains the methodology employed to develop stiffness reduction curves (Gop/Gmax) as a function of pseudo-strain (γp = wt/d), where, wt = settlement at the pile top, and d = pile diameter. Algorithms that integrate the plasticity characteristics of the soil are also presented. The results afford an improved evaluation of the complete nonlinear load-settlement (Q-wt) response for pile foundations under axial loads.https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/18/e3sconf_isg2019_13002.pdf |
| spellingShingle | Niazi Fawad S. Mayne Paul W. Modeling of shear stiffness reduction from database of axial load tests on pile foundations E3S Web of Conferences |
| title | Modeling of shear stiffness reduction from database of axial load tests on pile foundations |
| title_full | Modeling of shear stiffness reduction from database of axial load tests on pile foundations |
| title_fullStr | Modeling of shear stiffness reduction from database of axial load tests on pile foundations |
| title_full_unstemmed | Modeling of shear stiffness reduction from database of axial load tests on pile foundations |
| title_short | Modeling of shear stiffness reduction from database of axial load tests on pile foundations |
| title_sort | modeling of shear stiffness reduction from database of axial load tests on pile foundations |
| url | https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/18/e3sconf_isg2019_13002.pdf |
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