Engineering kinematic theory of ground contact pressure as applied to calculation of certain types of foundations
A brief analysis of the examined groundwater models has shown that since there is a large variety of soil types and their properties it is impossible to create a universal ground model. A variant of the engineering kinematic theory of ground contact pressure as applied to calculation of certain...
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| Format: | Article |
| Language: | English |
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Peter the Great St. Petersburg Polytechnic University
2014-10-01
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| Series: | Инженерно-строительный журнал |
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| Online Access: | http://www.engstroy.spb.ru/eng/index_2014_06/05.html |
| _version_ | 1819060410223951872 |
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| author | V.S. Korovkin |
| author_facet | V.S. Korovkin |
| author_sort | V.S. Korovkin |
| collection | DOAJ |
| description | A brief analysis of the examined groundwater models has shown that since there is a large variety of soil types and their properties it is impossible to create a universal ground model.
A variant of the engineering kinematic theory of ground contact pressure as applied to calculation of certain types of foundations has been suggested. To disclose static indetermination of soil behavior under load, interacting with foundations or fencing, its dimensionless diagram of soil deformation was used, presented as a nonlinear function.
An equation for the contact soil pressure on foundations with the use of the proposed coefficient of vertical pressure associated with the coefficients of lateral pressure on the walls of conventional seal wedge was given. An engineering solution has been obtained for rigid foundations settlement for a complete cycle of vertical load. The way to determine the stiffness coefficient of the foundation soil was presented. Application of the engineering kinematic theory of ground contact pressure was shown on some practical examples. |
| first_indexed | 2024-12-21T14:26:33Z |
| format | Article |
| id | doaj.art-cd42171b84bb4d34af1181e7ee665bc9 |
| institution | Directory Open Access Journal |
| issn | 2071-4726 2071-0305 |
| language | English |
| last_indexed | 2024-12-21T14:26:33Z |
| publishDate | 2014-10-01 |
| publisher | Peter the Great St. Petersburg Polytechnic University |
| record_format | Article |
| series | Инженерно-строительный журнал |
| spelling | doaj.art-cd42171b84bb4d34af1181e7ee665bc92022-12-21T19:00:38ZengPeter the Great St. Petersburg Polytechnic UniversityИнженерно-строительный журнал2071-47262071-03052014-10-01506405210.5862/MCE.50.5Engineering kinematic theory of ground contact pressure as applied to calculation of certain types of foundationsV.S. Korovkin0Saint-Petersburg State Polytechnical UniversityA brief analysis of the examined groundwater models has shown that since there is a large variety of soil types and their properties it is impossible to create a universal ground model. A variant of the engineering kinematic theory of ground contact pressure as applied to calculation of certain types of foundations has been suggested. To disclose static indetermination of soil behavior under load, interacting with foundations or fencing, its dimensionless diagram of soil deformation was used, presented as a nonlinear function. An equation for the contact soil pressure on foundations with the use of the proposed coefficient of vertical pressure associated with the coefficients of lateral pressure on the walls of conventional seal wedge was given. An engineering solution has been obtained for rigid foundations settlement for a complete cycle of vertical load. The way to determine the stiffness coefficient of the foundation soil was presented. Application of the engineering kinematic theory of ground contact pressure was shown on some practical examples.http://www.engstroy.spb.ru/eng/index_2014_06/05.htmlmodels of soil mechanicscontinuumfoundationground contact pressuremixed problemstiffness coefficient of the foundationelastic and plastic medium |
| spellingShingle | V.S. Korovkin Engineering kinematic theory of ground contact pressure as applied to calculation of certain types of foundations Инженерно-строительный журнал models of soil mechanics continuum foundation ground contact pressure mixed problem stiffness coefficient of the foundation elastic and plastic medium |
| title | Engineering kinematic theory of ground contact pressure as applied to calculation of certain types of foundations |
| title_full | Engineering kinematic theory of ground contact pressure as applied to calculation of certain types of foundations |
| title_fullStr | Engineering kinematic theory of ground contact pressure as applied to calculation of certain types of foundations |
| title_full_unstemmed | Engineering kinematic theory of ground contact pressure as applied to calculation of certain types of foundations |
| title_short | Engineering kinematic theory of ground contact pressure as applied to calculation of certain types of foundations |
| title_sort | engineering kinematic theory of ground contact pressure as applied to calculation of certain types of foundations |
| topic | models of soil mechanics continuum foundation ground contact pressure mixed problem stiffness coefficient of the foundation elastic and plastic medium |
| url | http://www.engstroy.spb.ru/eng/index_2014_06/05.html |
| work_keys_str_mv | AT vskorovkin engineeringkinematictheoryofgroundcontactpressureasappliedtocalculationofcertaintypesoffoundations |