Horizontally loaded piles in saline soils
The influence of the aggressiveness of the environment and the variability of the saline soil properties on the operation of horizontally loaded piles is studied. The design scheme is taken in the form of a multi-span beam with a variable cross-section formed due to concrete corrosion (Winkler model...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
EDP Sciences
2023-01-01
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| Series: | E3S Web of Conferences |
| Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/89/e3sconf_ipfa2023_01048.pdf |
| _version_ | 1797345406900764672 |
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| author | Yunusaliyev Elmudor Makhsimov Kosimkhon Makhsimov Kamoliddin |
| author_facet | Yunusaliyev Elmudor Makhsimov Kosimkhon Makhsimov Kamoliddin |
| author_sort | Yunusaliyev Elmudor |
| collection | DOAJ |
| description | The influence of the aggressiveness of the environment and the variability of the saline soil properties on the operation of horizontally loaded piles is studied. The design scheme is taken in the form of a multi-span beam with a variable cross-section formed due to concrete corrosion (Winkler model) and stiffness coefficients. The calculated value of the variable modulus of deformation and the stiffness coefficients of the pile are determined based on the conditions of the construction area and the properties of saline soils. |
| first_indexed | 2024-03-08T11:17:12Z |
| format | Article |
| id | doaj.art-359a0c3a9fd84c5c9292968ead0e075a |
| institution | Directory Open Access Journal |
| issn | 2267-1242 |
| language | English |
| last_indexed | 2024-03-08T11:17:12Z |
| publishDate | 2023-01-01 |
| publisher | EDP Sciences |
| record_format | Article |
| series | E3S Web of Conferences |
| spelling | doaj.art-359a0c3a9fd84c5c9292968ead0e075a2024-01-26T10:28:37ZengEDP SciencesE3S Web of Conferences2267-12422023-01-014520104810.1051/e3sconf/202345201048e3sconf_ipfa2023_01048Horizontally loaded piles in saline soilsYunusaliyev Elmudor0Makhsimov Kosimkhon1Makhsimov Kamoliddin2Ferghana Polytechnic Institute, 86Ferghana Polytechnic Institute, 86Ferghana Polytechnic Institute, 86The influence of the aggressiveness of the environment and the variability of the saline soil properties on the operation of horizontally loaded piles is studied. The design scheme is taken in the form of a multi-span beam with a variable cross-section formed due to concrete corrosion (Winkler model) and stiffness coefficients. The calculated value of the variable modulus of deformation and the stiffness coefficients of the pile are determined based on the conditions of the construction area and the properties of saline soils.https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/89/e3sconf_ipfa2023_01048.pdf |
| spellingShingle | Yunusaliyev Elmudor Makhsimov Kosimkhon Makhsimov Kamoliddin Horizontally loaded piles in saline soils E3S Web of Conferences |
| title | Horizontally loaded piles in saline soils |
| title_full | Horizontally loaded piles in saline soils |
| title_fullStr | Horizontally loaded piles in saline soils |
| title_full_unstemmed | Horizontally loaded piles in saline soils |
| title_short | Horizontally loaded piles in saline soils |
| title_sort | horizontally loaded piles in saline soils |
| url | https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/89/e3sconf_ipfa2023_01048.pdf |
| work_keys_str_mv | AT yunusaliyevelmudor horizontallyloadedpilesinsalinesoils AT makhsimovkosimkhon horizontallyloadedpilesinsalinesoils AT makhsimovkamoliddin horizontallyloadedpilesinsalinesoils |