Model of pile-frozen soil interaction in a closed form
The object of the research is pile-soil interaction under freezing and frost heaving. Modeling of pile-soil interaction on the basis of joint solution of static equilibrium equations, physical equations for stresses and equation of thermal conductivity is considered. No such solutions have been foun...
| Main Author: | |
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| Format: | Article |
| Language: | English |
| Published: |
Peter the Great St. Petersburg Polytechnic University
2022-11-01
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| Series: | Magazine of Civil Engineering |
| Subjects: | |
| Online Access: | http://engstroy.spbstu.ru/article/2022.115.01/ |
| _version_ | 1811211073980727296 |
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| author | Tretiakova Olga |
| author_facet | Tretiakova Olga |
| author_sort | Tretiakova Olga |
| collection | DOAJ |
| description | The object of the research is pile-soil interaction under freezing and frost heaving. Modeling of pile-soil interaction on the basis of joint solution of static equilibrium equations, physical equations for stresses and equation of thermal conductivity is considered. No such solutions have been found in existing publications. In this study, a model of pile-soil interaction in the form of a closed analytical solution with respect to the pile geometry was developed. Methods of continuum mechanics and elasticity theory were used. The model was a mathematical record of the equilibrium of forces acting on the pile. It was reduced to second-order algebraic equations with respect to its geometric parameters. The static equations of force equilibrium written in quadratic form related the geometric parameters of the pile to the stress-strain state and the thermal characteristics of the soil. Physical equations for heaving stresses and the thermal conductivity equation closed the problem. The model was developed as applied to a pile with an upper reverse taper. It reflected the performance of the pile during freezing and frost heaving and allowed determining its required geometric parameters under the given soil and climatic conditions. |
| first_indexed | 2024-04-12T05:05:10Z |
| format | Article |
| id | doaj.art-b8f6b68bbe974ca4a95abae50c8d3601 |
| institution | Directory Open Access Journal |
| issn | 2712-8172 |
| language | English |
| last_indexed | 2024-04-12T05:05:10Z |
| publishDate | 2022-11-01 |
| publisher | Peter the Great St. Petersburg Polytechnic University |
| record_format | Article |
| series | Magazine of Civil Engineering |
| spelling | doaj.art-b8f6b68bbe974ca4a95abae50c8d36012022-12-22T03:46:53ZengPeter the Great St. Petersburg Polytechnic UniversityMagazine of Civil Engineering2712-81722022-11-011150710.34910/MCE.115.120714726Model of pile-frozen soil interaction in a closed formTretiakova Olga0Perm National Research Polytechnic UniversityThe object of the research is pile-soil interaction under freezing and frost heaving. Modeling of pile-soil interaction on the basis of joint solution of static equilibrium equations, physical equations for stresses and equation of thermal conductivity is considered. No such solutions have been found in existing publications. In this study, a model of pile-soil interaction in the form of a closed analytical solution with respect to the pile geometry was developed. Methods of continuum mechanics and elasticity theory were used. The model was a mathematical record of the equilibrium of forces acting on the pile. It was reduced to second-order algebraic equations with respect to its geometric parameters. The static equations of force equilibrium written in quadratic form related the geometric parameters of the pile to the stress-strain state and the thermal characteristics of the soil. Physical equations for heaving stresses and the thermal conductivity equation closed the problem. The model was developed as applied to a pile with an upper reverse taper. It reflected the performance of the pile during freezing and frost heaving and allowed determining its required geometric parameters under the given soil and climatic conditions.http://engstroy.spbstu.ru/article/2022.115.01/modelsoilfrost heavingpile geometrythermal conductivitystress-strain statestatic equilibrium equation |
| spellingShingle | Tretiakova Olga Model of pile-frozen soil interaction in a closed form Magazine of Civil Engineering model soil frost heaving pile geometry thermal conductivity stress-strain state static equilibrium equation |
| title | Model of pile-frozen soil interaction in a closed form |
| title_full | Model of pile-frozen soil interaction in a closed form |
| title_fullStr | Model of pile-frozen soil interaction in a closed form |
| title_full_unstemmed | Model of pile-frozen soil interaction in a closed form |
| title_short | Model of pile-frozen soil interaction in a closed form |
| title_sort | model of pile frozen soil interaction in a closed form |
| topic | model soil frost heaving pile geometry thermal conductivity stress-strain state static equilibrium equation |
| url | http://engstroy.spbstu.ru/article/2022.115.01/ |
| work_keys_str_mv | AT tretiakovaolga modelofpilefrozensoilinteractioninaclosedform |