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| dc.contributor.author | Itani, Maher Samir |
| dc.date.accessioned | 2012-06-13T06:43:09Z |
| dc.date.available | 2012-06-13T06:43:09Z |
| dc.date.issued | 1996 |
| dc.identifier.uri | http://hdl.handle.net/10938/5178 |
| dc.description | Thesis (M.E.)--American University of Beirut. Department of Civil and Environmental Engineering,1996.;"Advisor: Dr. Bilal Hamad, Associate Professor. Civil and Environmental Engineering -- Members of Committee: Dr. Mohammed Harajli Associate Professor, C |
| dc.description | Bibliography: leaves 99a-103a. |
| dc.description.abstract | In the last 15 years, high performance concrete with compressive strength exceeding 70 MPa (10,000 psi) and ranging up to 120 MPa (17.0(H) psi) has been achieved consistently and utilized in bridges and high rise building construction. Production of this |
| dc.format.extent | xv, 139 leaves : ill. cm. |
| dc.language.iso | eng |
| dc.relation.ispartof | Theses, Dissertations, and Projects |
| dc.subject.classification | ET:003698 AUBNO |
| dc.subject.lcsh | Silica fume. |
| dc.subject.lcsh | Concrete. |
| dc.title | Bond of reinforcement in silica fume concrete. - by Maher Samir Itani |
| dc.type | Thesis |
| dc.contributor.department | American University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering |
