Please use this identifier to cite or link to this item:
http://localhost:8080/xmlui/handle/123456789/411
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Benmicia, Khadidja | - |
dc.date.accessioned | 2023-05-22T07:54:27Z | - |
dc.date.available | 2023-05-22T07:54:27Z | - |
dc.date.issued | 2020 | - |
dc.identifier.uri | http://localhost:8080/xmlui/handle/123456789/411 | - |
dc.description.abstract | The mechanical phenomenon’s which lead to the deterioration of buried pipes is still unknown .To understand these mechanisms we are going to study the system soil-pipe in order to quantify the loads around the pipe then we compare these efforts to its resistance. This will allow us to determinate the value of the maximal load that the pipe can resist without breaking | en_US |
dc.language.iso | fr | en_US |
dc.subject | Conduites enterrées. Phénomènes mécaniques. Surcharges auxquelles. | en_US |
dc.subject | Soil-pipes. Mchanical phenomenon’s. Eforts. Loads around. Resistance. | en_US |
dc.title | Comportement mécanique des collecteurs entérrés. | en_US |
dc.type | Thesis | en_US |
Appears in Collections: | Conception des Systèmes d'Assainissement |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
6-0033-20D.pdf | Full Text | 2,85 MB | Adobe PDF | View/Open |
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.