Please use this identifier to cite or link to this item: https://scholarhub.balamand.edu.lb/handle/uob/5067
DC FieldValueLanguage
dc.contributor.advisorAssaad, Josephen_US
dc.contributor.authorKhatib, Ahmad El-en_US
dc.date.accessioned2021-06-11T06:49:56Z-
dc.date.available2021-06-11T06:49:56Z-
dc.date.issued2021-
dc.identifier.urihttps://scholarhub.balamand.edu.lb/handle/uob/5067-
dc.descriptionIncludes bibliographical references (p. 46-50)en_US
dc.description.abstractThe structural properties of cement-based mortars and concrete mixtures prepared with cross-linked polyethylene (XPE) plastic wastes resulting from thermosetting polymers have only been studied in a few studies. The XPE wastes cannot be recycled, highlighting the need to search for disposal methods and possibilities in the civil engineering construction. The main aim of this research is to see how XPE influences the flexural strength of reinforced concrete beams with maximum stirrups and the shear strength of reinforced concrete beams without stirrups. The addition of XPE to reinforced concrete beams minimized the ultimate shear load and post-diagonal cracking resistance, according to tests results. The reduction in water-to-cement ration as well as the addition of SBR and/or steel fibers increased the concrete bearing capacity, including the flexural and shear strengths of reinforced concrete beams.en_US
dc.description.statementofresponsibilityby Ahmad El-Khatiben_US
dc.format.extent1 online resource (x, 50 pages) ; ill., tablesen_US
dc.language.isoengen_US
dc.rightsThis object is protected by copyright, and is made available here for research and educational purposes. Permission to reuse, publish, or reproduce the object beyond the personal and educational use exceptions must be obtained from the copyright holderen_US
dc.subjectConcrete, XPE waste, flexural strength, shear strength, steel fiberen_US
dc.subject.lcshConstructionen_US
dc.subject.lcshDissertations, Academicen_US
dc.subject.lcshUniversity of Balamand--Dissertationsen_US
dc.titleControlling the structural behavior of concrete containing plastic wastesen_US
dc.typeThesisen_US
dc.contributor.corporateUniversity of Balamanden_US
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.contributor.facultyFaculty of Engineeringen_US
dc.contributor.institutionUniversity of Balamanden_US
dc.date.catalogued2021-06-11-
dc.description.degreeMS in Civil Engineeringen_US
dc.description.statusUnpublisheden_US
dc.identifier.OlibID289629-
dc.relation.ispartofbookseriesUniversity of Balamand. Thesisen_US
dc.rights.accessrightsThis item is under embargo until end of year 2023.en_US
dc.provenance.recordsourceOliben_US
Appears in Collections:UOB Theses and Projects
Show simple item record

Record view(s)

8
checked on Dec 2, 2021

Google ScholarTM

Check


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.