Computation of mooring quay in the form of pile grillage
The calculation of a pile grillage quay, as a frame with rigid anchored legs, using in technical literature and normative documents, is called a method of Gersevanov. The transformation of a manual calculation to a computer calculation almost preserves an existing design diagram. The article present...
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| Format: | Article |
| Language: | English |
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Peter the Great St. Petersburg Polytechnic University
2017-05-01
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| Series: | Инженерно-строительный журнал |
| Subjects: | |
| Online Access: | https://engstroy.spbstu.ru/userfiles/files/2017/3(71)/02.pdf |
| _version_ | 1818256452399136768 |
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| author | V.S. Korovkin K.G. Ragulin A.D. Kuzina A.V. Smolenkova N.S. Orlova |
| author_facet | V.S. Korovkin K.G. Ragulin A.D. Kuzina A.V. Smolenkova N.S. Orlova |
| author_sort | V.S. Korovkin |
| collection | DOAJ |
| description | The calculation of a pile grillage quay, as a frame with rigid anchored legs, using in technical literature and normative documents, is called a method of Gersevanov. The transformation of a manual calculation to a computer calculation almost preserves an existing design diagram. The article presents the practical implementation of a proposed early an engineering universal calculation method for quays. In the proposed design diagram of a frame with an elastic anchorage of the bases of frame legs is used instead of the rigid anchorage. It uses stiffness characteristics of soil as the variable coefficients of the subgrade reaction. An engineering solution of determining a diagram of a lateral earth pressure in a silo of variable width and the engineering calculation method of the pressure redistribution on the back sheet pile wall from external ground pressure on the inclined pile row are showed in the article. Taking into account the deformation characteristics of soil the comparative calculations showed their significant impact on the internal forces in the elements of the quay in comparison with the N.M. Gersevanov’s method. |
| first_indexed | 2024-12-12T17:27:59Z |
| format | Article |
| id | doaj.art-425f281710fc4d0fb1804a7276a8e144 |
| institution | Directory Open Access Journal |
| issn | 2071-0305 |
| language | English |
| last_indexed | 2024-12-12T17:27:59Z |
| publishDate | 2017-05-01 |
| publisher | Peter the Great St. Petersburg Polytechnic University |
| record_format | Article |
| series | Инженерно-строительный журнал |
| spelling | doaj.art-425f281710fc4d0fb1804a7276a8e1442022-12-22T00:17:29ZengPeter the Great St. Petersburg Polytechnic UniversityИнженерно-строительный журнал2071-03052017-05-01713102010.18720/MCE.71.2Computation of mooring quay in the form of pile grillageV.S. Korovkin0K.G. Ragulin1A.D. Kuzina2A.V. Smolenkova3N.S. Orlova4Peter the Great St. Petersburg Polytechnic UniversityPeter the Great St. Petersburg Polytechnic UniversityPeter the Great St. Petersburg Polytechnic UniversityPeter the Great St. Petersburg Polytechnic UniversityPeter the Great St. Petersburg Polytechnic UniversityThe calculation of a pile grillage quay, as a frame with rigid anchored legs, using in technical literature and normative documents, is called a method of Gersevanov. The transformation of a manual calculation to a computer calculation almost preserves an existing design diagram. The article presents the practical implementation of a proposed early an engineering universal calculation method for quays. In the proposed design diagram of a frame with an elastic anchorage of the bases of frame legs is used instead of the rigid anchorage. It uses stiffness characteristics of soil as the variable coefficients of the subgrade reaction. An engineering solution of determining a diagram of a lateral earth pressure in a silo of variable width and the engineering calculation method of the pressure redistribution on the back sheet pile wall from external ground pressure on the inclined pile row are showed in the article. Taking into account the deformation characteristics of soil the comparative calculations showed their significant impact on the internal forces in the elements of the quay in comparison with the N.M. Gersevanov’s method.https://engstroy.spbstu.ru/userfiles/files/2017/3(71)/02.pdfhydraulic engineeringconstructionhigh pile grillagecalculation methodcoefficients of subgrade reaction |
| spellingShingle | V.S. Korovkin K.G. Ragulin A.D. Kuzina A.V. Smolenkova N.S. Orlova Computation of mooring quay in the form of pile grillage Инженерно-строительный журнал hydraulic engineering construction high pile grillage calculation method coefficients of subgrade reaction |
| title | Computation of mooring quay in the form of pile grillage |
| title_full | Computation of mooring quay in the form of pile grillage |
| title_fullStr | Computation of mooring quay in the form of pile grillage |
| title_full_unstemmed | Computation of mooring quay in the form of pile grillage |
| title_short | Computation of mooring quay in the form of pile grillage |
| title_sort | computation of mooring quay in the form of pile grillage |
| topic | hydraulic engineering construction high pile grillage calculation method coefficients of subgrade reaction |
| url | https://engstroy.spbstu.ru/userfiles/files/2017/3(71)/02.pdf |
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