Relation between the intensity of an inclined uniformly distributed load, settlement and displacement of the section of the soil mass boundary
The problem concerning the relation between the intensity of an inclined uniformly distributed load and the displacement of a section of the boundary half-plane is considered in the article. The value of the load intensity, physical and mechanical properties of the media may be used to determine the...
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Moscow State University of Civil Engineering (MGSU)
2012-10-01
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| Series: | Vestnik MGSU |
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| Online Access: | http://vestnikmgsu.ru/files/archive/issues/2012/9/ru/10.pdf |
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doaj-1fd822c8630a43ce8ac655f42a07e0e72020-11-24T23:13:54ZengMoscow State University of Civil Engineering (MGSU)Vestnik MGSU 1997-09352012-10-0196774Relation between the intensity of an inclined uniformly distributed load, settlement and displacement of the section of the soil mass boundaryBogomolov Aleksandr Nikolaevich0Ushakov Andrey Nikolaevich1Volgograd State University of Architecture and Civil EngineeringVolgograd State University of Architecture and Civil EngineeringThe problem concerning the relation between the intensity of an inclined uniformly distributed load and the displacement of a section of the boundary half-plane is considered in the article. The value of the load intensity, physical and mechanical properties of the media may be used to determine the displacement of the section of the soil mass boundary at any point of the lower half-plane. The authors have also identified a relation between the settlement value and the intensity of the inclined load. The value of the settlement, physical and mechanical properties of the media may be used to identify the intensity of the inclined load, applied to the pre-set section of the soil mass boundary.http://vestnikmgsu.ru/files/archive/issues/2012/9/ru/10.pdfweightless elastic half-planesediment of the soil masslateral pressure coefficientdisplacementmethod of complex potentialsuniformly distributed load |
| collection |
DOAJ |
| language |
English |
| format |
Article |
| sources |
DOAJ |
| author |
Bogomolov Aleksandr Nikolaevich Ushakov Andrey Nikolaevich |
| spellingShingle |
Bogomolov Aleksandr Nikolaevich Ushakov Andrey Nikolaevich Relation between the intensity of an inclined uniformly distributed load, settlement and displacement of the section of the soil mass boundary Vestnik MGSU weightless elastic half-plane sediment of the soil mass lateral pressure coefficient displacement method of complex potentials uniformly distributed load |
| author_facet |
Bogomolov Aleksandr Nikolaevich Ushakov Andrey Nikolaevich |
| author_sort |
Bogomolov Aleksandr Nikolaevich |
| title |
Relation between the intensity
of an inclined uniformly distributed load, settlement and displacement
of the section of the soil mass boundary |
| title_short |
Relation between the intensity
of an inclined uniformly distributed load, settlement and displacement
of the section of the soil mass boundary |
| title_full |
Relation between the intensity
of an inclined uniformly distributed load, settlement and displacement
of the section of the soil mass boundary |
| title_fullStr |
Relation between the intensity
of an inclined uniformly distributed load, settlement and displacement
of the section of the soil mass boundary |
| title_full_unstemmed |
Relation between the intensity
of an inclined uniformly distributed load, settlement and displacement
of the section of the soil mass boundary |
| title_sort |
relation between the intensity
of an inclined uniformly distributed load, settlement and displacement
of the section of the soil mass boundary |
| publisher |
Moscow State University of Civil Engineering (MGSU) |
| series |
Vestnik MGSU |
| issn |
1997-0935 |
| publishDate |
2012-10-01 |
| description |
The problem concerning the relation between the intensity of an inclined uniformly distributed
load and the displacement of a section of the boundary half-plane is considered in the article. The
value of the load intensity, physical and mechanical properties of the media may be used to determine
the displacement of the section of the soil mass boundary at any point of the lower half-plane.
The authors have also identified a relation between the settlement value and the intensity of the
inclined load. The value of the settlement, physical and mechanical properties of the media may
be used to identify the intensity of the inclined load, applied to the pre-set section of the soil mass
boundary. |
| topic |
weightless elastic half-plane sediment of the soil mass lateral pressure coefficient displacement method of complex potentials uniformly distributed load |
| url |
http://vestnikmgsu.ru/files/archive/issues/2012/9/ru/10.pdf |
| work_keys_str_mv |
AT bogomolovaleksandrnikolaevich relationbetweentheintensityofaninclineduniformlydistributedloadsettlementanddisplacementofthesectionofthesoilmassboundary AT ushakovandreynikolaevich relationbetweentheintensityofaninclineduniformlydistributedloadsettlementanddisplacementofthesectionofthesoilmassboundary |
| _version_ |
1725596206326874112 |