The results of numerical simulation of the work of the geotechnical screen of a sparse row of piles
This article is devoted to a computational investigation of the work and the effectiveness of using a geotechnical screen from a sparse row of piles to reduce the yield of the building foundation of surrounding buildings caused by the installation of a reinforced concrete “diaphragm wall”, which ser...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
EDP Sciences
2019-01-01
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| Series: | E3S Web of Conferences |
| Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/23/e3sconf_form2018_04020.pdf |
| _version_ | 1818615581263265792 |
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| author | Znamenskiy Vladimir Morozov Evgenii |
| author_facet | Znamenskiy Vladimir Morozov Evgenii |
| author_sort | Znamenskiy Vladimir |
| collection | DOAJ |
| description | This article is devoted to a computational investigation of the work and the effectiveness of using a geotechnical screen from a sparse row of piles to reduce the yield of the building foundation of surrounding buildings caused by the installation of a reinforced concrete “diaphragm wall”, which serves as a barrier for a deep excavation, opened for the construction of a new building erected in constrained urban conditions. As a result of studies carried out using the MIDAS GTS NX software package, it was shown that the curtain grouting depends on the parameters of its design, which include the axial distance between piles, their diameter and length, and the location between the trench under the “diaphragm wall” “And the protected building, reduces the precipitation of buildings surrounding the buildings, caused by digging up the trench, by 50-60%. Analysis of the obtained data allowed us to establish the most significant parameters affecting the efficiency of geotechnical use on the screen of the rarefied number of stilts, define the limits of the maximum efficiency of its use and give practical recommendations for its design. |
| first_indexed | 2024-12-16T16:36:11Z |
| format | Article |
| id | doaj.art-0455e3b7f2e64425a76d36b23c07a80d |
| institution | Directory Open Access Journal |
| issn | 2267-1242 |
| language | English |
| last_indexed | 2024-12-16T16:36:11Z |
| publishDate | 2019-01-01 |
| publisher | EDP Sciences |
| record_format | Article |
| series | E3S Web of Conferences |
| spelling | doaj.art-0455e3b7f2e64425a76d36b23c07a80d2022-12-21T22:24:28ZengEDP SciencesE3S Web of Conferences2267-12422019-01-01970402010.1051/e3sconf/20199704020e3sconf_form2018_04020The results of numerical simulation of the work of the geotechnical screen of a sparse row of pilesZnamenskiy VladimirMorozov EvgeniiThis article is devoted to a computational investigation of the work and the effectiveness of using a geotechnical screen from a sparse row of piles to reduce the yield of the building foundation of surrounding buildings caused by the installation of a reinforced concrete “diaphragm wall”, which serves as a barrier for a deep excavation, opened for the construction of a new building erected in constrained urban conditions. As a result of studies carried out using the MIDAS GTS NX software package, it was shown that the curtain grouting depends on the parameters of its design, which include the axial distance between piles, their diameter and length, and the location between the trench under the “diaphragm wall” “And the protected building, reduces the precipitation of buildings surrounding the buildings, caused by digging up the trench, by 50-60%. Analysis of the obtained data allowed us to establish the most significant parameters affecting the efficiency of geotechnical use on the screen of the rarefied number of stilts, define the limits of the maximum efficiency of its use and give practical recommendations for its design.https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/23/e3sconf_form2018_04020.pdf |
| spellingShingle | Znamenskiy Vladimir Morozov Evgenii The results of numerical simulation of the work of the geotechnical screen of a sparse row of piles E3S Web of Conferences |
| title | The results of numerical simulation of the work of the geotechnical screen of a sparse row of piles |
| title_full | The results of numerical simulation of the work of the geotechnical screen of a sparse row of piles |
| title_fullStr | The results of numerical simulation of the work of the geotechnical screen of a sparse row of piles |
| title_full_unstemmed | The results of numerical simulation of the work of the geotechnical screen of a sparse row of piles |
| title_short | The results of numerical simulation of the work of the geotechnical screen of a sparse row of piles |
| title_sort | results of numerical simulation of the work of the geotechnical screen of a sparse row of piles |
| url | https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/23/e3sconf_form2018_04020.pdf |
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