Engineering kinematic theory in application to the calculation of pile foundations
The author has proposed a variant of calculation of pile foundation with the use of the engineerin kinematic theory of ground contact pressure. This calculation uses two separate graph connection, the pressure – vertical or horizontal offset. The diagrams are dimensionless, so is not related to the...
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| Format: | Article |
| Language: | English |
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Peter the Great St. Petersburg Polytechnic University
2017-03-01
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| Series: | Инженерно-строительный журнал |
| Subjects: | |
| Online Access: | https://engstroy.spbstu.ru/userfiles/files/2017/2(70)/06.pdf |
| _version_ | 1818300808980070400 |
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| author | V.S. Korovkin |
| author_facet | V.S. Korovkin |
| author_sort | V.S. Korovkin |
| collection | DOAJ |
| description | The author has proposed a variant of calculation of pile foundation with the use of the engineerin kinematic theory of ground contact pressure. This calculation uses two separate graph connection, the pressure – vertical or horizontal offset. The diagrams are dimensionless, so is not related to the scale of the building. The absolute values of the end points of the graphs are determined considering the plastic deformation modulus of the soil. Diagram enables the calculation of pile foundation for the entire load cycle. Practical implementation of calculations uses variable from of the depth and the load of the coefficient stiffness soil. The author considered the combined model the stiffness of the soil based on the structural surrounding the pile. The article presents fragments of the calculation of stresses and displacements of pile foundations. |
| first_indexed | 2024-12-13T05:13:01Z |
| format | Article |
| id | doaj.art-67c094a1c09c49d69de530844493ff01 |
| institution | Directory Open Access Journal |
| issn | 2071-0305 |
| language | English |
| last_indexed | 2024-12-13T05:13:01Z |
| publishDate | 2017-03-01 |
| publisher | Peter the Great St. Petersburg Polytechnic University |
| record_format | Article |
| series | Инженерно-строительный журнал |
| spelling | doaj.art-67c094a1c09c49d69de530844493ff012022-12-21T23:58:29ZengPeter the Great St. Petersburg Polytechnic UniversityИнженерно-строительный журнал2071-03052017-03-01702577010.18720/MCE.70.6Engineering kinematic theory in application to the calculation of pile foundationsV.S. Korovkin0Peter the Great St. Petersburg Polytechnic UniversityThe author has proposed a variant of calculation of pile foundation with the use of the engineerin kinematic theory of ground contact pressure. This calculation uses two separate graph connection, the pressure – vertical or horizontal offset. The diagrams are dimensionless, so is not related to the scale of the building. The absolute values of the end points of the graphs are determined considering the plastic deformation modulus of the soil. Diagram enables the calculation of pile foundation for the entire load cycle. Practical implementation of calculations uses variable from of the depth and the load of the coefficient stiffness soil. The author considered the combined model the stiffness of the soil based on the structural surrounding the pile. The article presents fragments of the calculation of stresses and displacements of pile foundations.https://engstroy.spbstu.ru/userfiles/files/2017/2(70)/06.pdfpile foundationlateral pressurevertical jet pressurehigh and low pile grillagethe stiffness coefficient of the soildimensionless curve relation from the horizontal and vertical pressure |
| spellingShingle | V.S. Korovkin Engineering kinematic theory in application to the calculation of pile foundations Инженерно-строительный журнал pile foundation lateral pressure vertical jet pressure high and low pile grillage the stiffness coefficient of the soil dimensionless curve relation from the horizontal and vertical pressure |
| title | Engineering kinematic theory in application to the calculation of pile foundations |
| title_full | Engineering kinematic theory in application to the calculation of pile foundations |
| title_fullStr | Engineering kinematic theory in application to the calculation of pile foundations |
| title_full_unstemmed | Engineering kinematic theory in application to the calculation of pile foundations |
| title_short | Engineering kinematic theory in application to the calculation of pile foundations |
| title_sort | engineering kinematic theory in application to the calculation of pile foundations |
| topic | pile foundation lateral pressure vertical jet pressure high and low pile grillage the stiffness coefficient of the soil dimensionless curve relation from the horizontal and vertical pressure |
| url | https://engstroy.spbstu.ru/userfiles/files/2017/2(70)/06.pdf |
| work_keys_str_mv | AT vskorovkin engineeringkinematictheoryinapplicationtothecalculationofpilefoundations |