Please use this identifier to cite or link to this item: https://dspace.univ-ouargla.dz/jspui/handle/123456789/5554
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dc.contributor.authorAbderrahmane KOUIDRI-
dc.contributor.authorMoustafa KEBAILI-
dc.contributor.authorDjemel BOUTOUAOU-
dc.date.accessioned2013-
dc.date.available2013-
dc.date.issued2013-
dc.identifier.issn2170-0672-
dc.identifier.urihttp://dspace.univ-ouargla.dz/jspui/handle/123456789/5554-
dc.descriptionAST Annales des Sciences et Technologieen_US
dc.description.abstractSome large and well located areas are non urbnized becouse of the poor quality of their soils. This are the example of some Sebkhas sites widely fond into and surarounding towers like Ouargla cites. The nearness of the water table and the fair soil structure are the mean obstacles facing the curent foundation système (Shallowand isolated footing). The urban interest, indeed, asks to look for technical solution. A mean part of response is recognized to belong to the foundations system. The present study proposes a technical issue to the problem question. The beaten micropile is proposed as substitution of the classical technique consisting of triplet excavations/pumping/casting the concrete. The technical avantages of this practice are highlighted. A preliminary draft of popularization is presented Abstract text starts here.en_US
dc.language.isofren_US
dc.relation.ispartofseriesvolume 5 numéro 2 AST 2013;-
dc.subjectSebkhasen_US
dc.subjectfoundationen_US
dc.subjectmicropileen_US
dc.subjectbeatenen_US
dc.subjectwater-logged soilen_US
dc.subjectsalinityen_US
dc.titleFONDATIONS EN MICROPIEUX EN SOLUTION DE CONSTRUCTION EN ZONES DE SEBKHAen_US
dc.typeArticleen_US
Appears in Collections:volume 5 numéro 2 AST 2013

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