Zobrazeno 1 - 10
of 31
pro vyhledávání: '"Hacène Houari"'
Publikováno v:
Civil and Environmental Engineering Reports, Vol 30, Iss 1, Pp 130-144 (2020)
The present study aims to valorize the waste and in particular the waste from the Fil-fila quarry. The main reason for choosing the waste from this quarry was the need to reduce the impact on the environment (by reducing stockpiling) and the raw mate
Publikováno v:
Journal of Adhesion Science and Technology. 32:1670-1686
The use of vegetable fibers has regained interest in different fields. In fact, fibers may represent an alternative to traditional fibers incorporated in building materials, such as polypropylene f...
Publikováno v:
Journal of Adhesion Science and Technology. 32:1324-1340
The main objective of this research is to elaborate a mortar based on lime (L), pozzolana (PZ) and polypropylene fibers (PP) to restore and renovate the stone constructions while maintaining their ...
Publikováno v:
Journal of Adhesion Science and Technology. 31:1515-1523
The current need to find new technical solutions respecting sustainable development leads to study the aging character of concrete, especially of self-compacting concrete (SCC). The objective of this work is to experimentally assess the flexural cree
Publikováno v:
Journal of Adhesion Science and Technology. 30:2596-2618
Self-compacting concrete (SCC) is a new material able to be put in place without vibration. However, this advantage is offset by some drawbacks, such as plastic shrinkage, one of the causes of cracking in concrete. Furthermore, the presence of fines
Publikováno v:
Construction and Building Materials. 106:342-348
An experimental investigation was carried out to assess the durability of self-consolidating concretes (SCCs) and ordinary concretes (OCs) under sodium sulfate and sodium sulfate/sodium chloride combined solutions. A wet/drying procedure was carried
Autor:
S. Kitouni, Hacène Houari
Publikováno v:
Cerâmica v.61 n.360 2015
Cerâmica (São Paulo. Online)
Universidade de São Paulo (USP)
instacron:USP
Cerâmica, Vol 61, Iss 360, Pp 462-468 (2015)
Cerâmica, Volume: 61, Issue: 360, Pages: 462-468, Published: DEC 2015
Cerâmica (São Paulo. Online)
Universidade de São Paulo (USP)
instacron:USP
Cerâmica, Vol 61, Iss 360, Pp 462-468 (2015)
Cerâmica, Volume: 61, Issue: 360, Pages: 462-468, Published: DEC 2015
A control lightweight concrete (LWC) mixture made with 50% and 100% of limestone as a replacement of coarse aggregates in weight was prepared. Limestone is used for economical and environmental concern. The concrete samples were cured at 65% relative
Publikováno v:
Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities, 2018, 32 (4), pp.04018041. ⟨10.1061/(ASCE)CF.1943-5509.0001186⟩
Journal of Performance of Constructed Facilities, American Society of Civil Engineers, 2018, 32 (4), pp.04018041. ⟨10.1061/(ASCE)CF.1943-5509.0001186⟩
Journal of Performance of Constructed Facilities, 2018, 32 (4), pp.04018041. ⟨10.1061/(ASCE)CF.1943-5509.0001186⟩
Journal of Performance of Constructed Facilities, American Society of Civil Engineers, 2018, 32 (4), pp.04018041. ⟨10.1061/(ASCE)CF.1943-5509.0001186⟩
International audience; This paper presents a field investigation that was conducted to evaluate a crack injection method. The process was proposed for sealing longitudinal cracks (LCs) that had appeared on the surface of a newly constructed highway
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::493787a42bae36a098f029a1676faf84
https://hal.insa-toulouse.fr/hal-02072526
https://hal.insa-toulouse.fr/hal-02072526
Publikováno v:
Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities, American Society of Civil Engineers, 2017, 31 (6), pp.07017002
Journal of Performance of Constructed Facilities, 2017, 31 (6), pp.07017002
Journal of Performance of Constructed Facilities, American Society of Civil Engineers, 2017, 31 (6), pp.07017002
Journal of Performance of Constructed Facilities, 2017, 31 (6), pp.07017002
WOS:000415359200024; International audience
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9981c84017b72cdc49244e99c518a7a8
https://hal.insa-toulouse.fr/hal-01847534
https://hal.insa-toulouse.fr/hal-01847534
Publikováno v:
Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities, American Society of Civil Engineers, 2017, 31 (2), pp.04016095. ⟨10.1061/(ASCE)CF.1943-5509.0000956⟩
Journal of Performance of Constructed Facilities, 2017, 31 (2), pp.04016095. ⟨10.1061/(ASCE)CF.1943-5509.0000956⟩
Journal of Performance of Constructed Facilities, American Society of Civil Engineers, 2017, 31 (2), pp.04016095. ⟨10.1061/(ASCE)CF.1943-5509.0000956⟩
Journal of Performance of Constructed Facilities, 2017, 31 (2), pp.04016095. ⟨10.1061/(ASCE)CF.1943-5509.0000956⟩
WOS:000398511800016; International audience; Forensic investigations were conducted to identify the causes of longitudinal cracking (LC) of a newly constructed highway. The case-study highway was built with a composite pavement system and is located