Analysis of Concrete Piles Under Horizontal and Vertical Simultaneous Loading with P-Y Method and Finite Element Analysis
Abstract Pile foundations are often exposed to vertical and lateral loads. In common pile analysis, it is assumed that the effect of these two load types do not depend on each other, and designing is usually done individually for each of the vertical and lateral loads. The influence of vertical load...
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| Autor*in: |
Ghasemipanah, A. [verfasserIn] |
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| Format: |
Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2021 |
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| Schlagwörter: |
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| Anmerkung: |
© The Author(s), under exclusive licence to Springer Nature Switzerland AG 2021 |
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| Übergeordnetes Werk: |
Enthalten in: Geotechnical and geological engineering - Springer International Publishing, 1991, 39(2021), 8 vom: 13. Juni, Seite 5857-5877 |
|---|---|
| Übergeordnetes Werk: |
volume:39 ; year:2021 ; number:8 ; day:13 ; month:06 ; pages:5857-5877 |
| Links: |
|---|
| DOI / URN: |
10.1007/s10706-021-01871-3 |
|---|
| Katalog-ID: |
OLC2077542969 |
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| 520 | |a Abstract Pile foundations are often exposed to vertical and lateral loads. In common pile analysis, it is assumed that the effect of these two load types do not depend on each other, and designing is usually done individually for each of the vertical and lateral loads. The influence of vertical load on the response of the pile lateral load can be extracted via finite element analysis in a variety of soils. AllPile is a commercial program that has been utilized in many executive tasks and because of its ease of use in engineering, and in particular the analysis of different pile types under the influence of vertical, lateral, and bending loads and their combinations, as a single pile or pile group. It is one of the most popular and practical programs among geotechnical engineers. The results of the single-pile analysis under the lateral load and lateral load with vertical load in Allpile and Abaqus software are presented to compare their results. Then for layered soil, a comparison has been made between the results of Allpile analysis and numerical modeling with the finite element method in Abaqus. The results generally indicate that as the lateral load increases, the pile head displacement increases. Also, by increasing lateral load and applying a vertical load, the amount of displacement is reduced compared to the situation with the absence of a vertical load. | ||
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10.1007/s10706-021-01871-3 doi (DE-627)OLC2077542969 (DE-He213)s10706-021-01871-3-p DE-627 ger DE-627 rakwb eng 620 660 550 VZ 19,1 ssgn Ghasemipanah, A. verfasserin aut Analysis of Concrete Piles Under Horizontal and Vertical Simultaneous Loading with P-Y Method and Finite Element Analysis 2021 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2021 Abstract Pile foundations are often exposed to vertical and lateral loads. In common pile analysis, it is assumed that the effect of these two load types do not depend on each other, and designing is usually done individually for each of the vertical and lateral loads. The influence of vertical load on the response of the pile lateral load can be extracted via finite element analysis in a variety of soils. AllPile is a commercial program that has been utilized in many executive tasks and because of its ease of use in engineering, and in particular the analysis of different pile types under the influence of vertical, lateral, and bending loads and their combinations, as a single pile or pile group. It is one of the most popular and practical programs among geotechnical engineers. The results of the single-pile analysis under the lateral load and lateral load with vertical load in Allpile and Abaqus software are presented to compare their results. Then for layered soil, a comparison has been made between the results of Allpile analysis and numerical modeling with the finite element method in Abaqus. The results generally indicate that as the lateral load increases, the pile head displacement increases. Also, by increasing lateral load and applying a vertical load, the amount of displacement is reduced compared to the situation with the absence of a vertical load. RC piles Pile head displacement Lateral and vertical loading Load combination P-Y method AllPile Moayed, R. Ziaie aut Enthalten in Geotechnical and geological engineering Springer International Publishing, 1991 39(2021), 8 vom: 13. Juni, Seite 5857-5877 (DE-627)130993441 (DE-600)1081719-0 (DE-576)032852495 0960-3182 nnns volume:39 year:2021 number:8 day:13 month:06 pages:5857-5877 https://doi.org/10.1007/s10706-021-01871-3 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-GEO SSG-OLC-PHA SSG-OLC-DE-84 SSG-OPC-GGO SSG-OPC-GEO AR 39 2021 8 13 06 5857-5877 |
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10.1007/s10706-021-01871-3 doi (DE-627)OLC2077542969 (DE-He213)s10706-021-01871-3-p DE-627 ger DE-627 rakwb eng 620 660 550 VZ 19,1 ssgn Ghasemipanah, A. verfasserin aut Analysis of Concrete Piles Under Horizontal and Vertical Simultaneous Loading with P-Y Method and Finite Element Analysis 2021 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2021 Abstract Pile foundations are often exposed to vertical and lateral loads. In common pile analysis, it is assumed that the effect of these two load types do not depend on each other, and designing is usually done individually for each of the vertical and lateral loads. The influence of vertical load on the response of the pile lateral load can be extracted via finite element analysis in a variety of soils. AllPile is a commercial program that has been utilized in many executive tasks and because of its ease of use in engineering, and in particular the analysis of different pile types under the influence of vertical, lateral, and bending loads and their combinations, as a single pile or pile group. It is one of the most popular and practical programs among geotechnical engineers. The results of the single-pile analysis under the lateral load and lateral load with vertical load in Allpile and Abaqus software are presented to compare their results. Then for layered soil, a comparison has been made between the results of Allpile analysis and numerical modeling with the finite element method in Abaqus. The results generally indicate that as the lateral load increases, the pile head displacement increases. Also, by increasing lateral load and applying a vertical load, the amount of displacement is reduced compared to the situation with the absence of a vertical load. RC piles Pile head displacement Lateral and vertical loading Load combination P-Y method AllPile Moayed, R. Ziaie aut Enthalten in Geotechnical and geological engineering Springer International Publishing, 1991 39(2021), 8 vom: 13. Juni, Seite 5857-5877 (DE-627)130993441 (DE-600)1081719-0 (DE-576)032852495 0960-3182 nnns volume:39 year:2021 number:8 day:13 month:06 pages:5857-5877 https://doi.org/10.1007/s10706-021-01871-3 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-GEO SSG-OLC-PHA SSG-OLC-DE-84 SSG-OPC-GGO SSG-OPC-GEO AR 39 2021 8 13 06 5857-5877 |
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10.1007/s10706-021-01871-3 doi (DE-627)OLC2077542969 (DE-He213)s10706-021-01871-3-p DE-627 ger DE-627 rakwb eng 620 660 550 VZ 19,1 ssgn Ghasemipanah, A. verfasserin aut Analysis of Concrete Piles Under Horizontal and Vertical Simultaneous Loading with P-Y Method and Finite Element Analysis 2021 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2021 Abstract Pile foundations are often exposed to vertical and lateral loads. In common pile analysis, it is assumed that the effect of these two load types do not depend on each other, and designing is usually done individually for each of the vertical and lateral loads. The influence of vertical load on the response of the pile lateral load can be extracted via finite element analysis in a variety of soils. AllPile is a commercial program that has been utilized in many executive tasks and because of its ease of use in engineering, and in particular the analysis of different pile types under the influence of vertical, lateral, and bending loads and their combinations, as a single pile or pile group. It is one of the most popular and practical programs among geotechnical engineers. The results of the single-pile analysis under the lateral load and lateral load with vertical load in Allpile and Abaqus software are presented to compare their results. Then for layered soil, a comparison has been made between the results of Allpile analysis and numerical modeling with the finite element method in Abaqus. The results generally indicate that as the lateral load increases, the pile head displacement increases. Also, by increasing lateral load and applying a vertical load, the amount of displacement is reduced compared to the situation with the absence of a vertical load. RC piles Pile head displacement Lateral and vertical loading Load combination P-Y method AllPile Moayed, R. Ziaie aut Enthalten in Geotechnical and geological engineering Springer International Publishing, 1991 39(2021), 8 vom: 13. Juni, Seite 5857-5877 (DE-627)130993441 (DE-600)1081719-0 (DE-576)032852495 0960-3182 nnns volume:39 year:2021 number:8 day:13 month:06 pages:5857-5877 https://doi.org/10.1007/s10706-021-01871-3 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-GEO SSG-OLC-PHA SSG-OLC-DE-84 SSG-OPC-GGO SSG-OPC-GEO AR 39 2021 8 13 06 5857-5877 |
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10.1007/s10706-021-01871-3 doi (DE-627)OLC2077542969 (DE-He213)s10706-021-01871-3-p DE-627 ger DE-627 rakwb eng 620 660 550 VZ 19,1 ssgn Ghasemipanah, A. verfasserin aut Analysis of Concrete Piles Under Horizontal and Vertical Simultaneous Loading with P-Y Method and Finite Element Analysis 2021 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2021 Abstract Pile foundations are often exposed to vertical and lateral loads. In common pile analysis, it is assumed that the effect of these two load types do not depend on each other, and designing is usually done individually for each of the vertical and lateral loads. The influence of vertical load on the response of the pile lateral load can be extracted via finite element analysis in a variety of soils. AllPile is a commercial program that has been utilized in many executive tasks and because of its ease of use in engineering, and in particular the analysis of different pile types under the influence of vertical, lateral, and bending loads and their combinations, as a single pile or pile group. It is one of the most popular and practical programs among geotechnical engineers. The results of the single-pile analysis under the lateral load and lateral load with vertical load in Allpile and Abaqus software are presented to compare their results. Then for layered soil, a comparison has been made between the results of Allpile analysis and numerical modeling with the finite element method in Abaqus. The results generally indicate that as the lateral load increases, the pile head displacement increases. Also, by increasing lateral load and applying a vertical load, the amount of displacement is reduced compared to the situation with the absence of a vertical load. RC piles Pile head displacement Lateral and vertical loading Load combination P-Y method AllPile Moayed, R. Ziaie aut Enthalten in Geotechnical and geological engineering Springer International Publishing, 1991 39(2021), 8 vom: 13. Juni, Seite 5857-5877 (DE-627)130993441 (DE-600)1081719-0 (DE-576)032852495 0960-3182 nnns volume:39 year:2021 number:8 day:13 month:06 pages:5857-5877 https://doi.org/10.1007/s10706-021-01871-3 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-GEO SSG-OLC-PHA SSG-OLC-DE-84 SSG-OPC-GGO SSG-OPC-GEO AR 39 2021 8 13 06 5857-5877 |
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analysis of concrete piles under horizontal and vertical simultaneous loading with p-y method and finite element analysis |
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Analysis of Concrete Piles Under Horizontal and Vertical Simultaneous Loading with P-Y Method and Finite Element Analysis |
| abstract |
Abstract Pile foundations are often exposed to vertical and lateral loads. In common pile analysis, it is assumed that the effect of these two load types do not depend on each other, and designing is usually done individually for each of the vertical and lateral loads. The influence of vertical load on the response of the pile lateral load can be extracted via finite element analysis in a variety of soils. AllPile is a commercial program that has been utilized in many executive tasks and because of its ease of use in engineering, and in particular the analysis of different pile types under the influence of vertical, lateral, and bending loads and their combinations, as a single pile or pile group. It is one of the most popular and practical programs among geotechnical engineers. The results of the single-pile analysis under the lateral load and lateral load with vertical load in Allpile and Abaqus software are presented to compare their results. Then for layered soil, a comparison has been made between the results of Allpile analysis and numerical modeling with the finite element method in Abaqus. The results generally indicate that as the lateral load increases, the pile head displacement increases. Also, by increasing lateral load and applying a vertical load, the amount of displacement is reduced compared to the situation with the absence of a vertical load. © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2021 |
| abstractGer |
Abstract Pile foundations are often exposed to vertical and lateral loads. In common pile analysis, it is assumed that the effect of these two load types do not depend on each other, and designing is usually done individually for each of the vertical and lateral loads. The influence of vertical load on the response of the pile lateral load can be extracted via finite element analysis in a variety of soils. AllPile is a commercial program that has been utilized in many executive tasks and because of its ease of use in engineering, and in particular the analysis of different pile types under the influence of vertical, lateral, and bending loads and their combinations, as a single pile or pile group. It is one of the most popular and practical programs among geotechnical engineers. The results of the single-pile analysis under the lateral load and lateral load with vertical load in Allpile and Abaqus software are presented to compare their results. Then for layered soil, a comparison has been made between the results of Allpile analysis and numerical modeling with the finite element method in Abaqus. The results generally indicate that as the lateral load increases, the pile head displacement increases. Also, by increasing lateral load and applying a vertical load, the amount of displacement is reduced compared to the situation with the absence of a vertical load. © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2021 |
| abstract_unstemmed |
Abstract Pile foundations are often exposed to vertical and lateral loads. In common pile analysis, it is assumed that the effect of these two load types do not depend on each other, and designing is usually done individually for each of the vertical and lateral loads. The influence of vertical load on the response of the pile lateral load can be extracted via finite element analysis in a variety of soils. AllPile is a commercial program that has been utilized in many executive tasks and because of its ease of use in engineering, and in particular the analysis of different pile types under the influence of vertical, lateral, and bending loads and their combinations, as a single pile or pile group. It is one of the most popular and practical programs among geotechnical engineers. The results of the single-pile analysis under the lateral load and lateral load with vertical load in Allpile and Abaqus software are presented to compare their results. Then for layered soil, a comparison has been made between the results of Allpile analysis and numerical modeling with the finite element method in Abaqus. The results generally indicate that as the lateral load increases, the pile head displacement increases. Also, by increasing lateral load and applying a vertical load, the amount of displacement is reduced compared to the situation with the absence of a vertical load. © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2021 |
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| title_short |
Analysis of Concrete Piles Under Horizontal and Vertical Simultaneous Loading with P-Y Method and Finite Element Analysis |
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