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dc.contributor.authorTurinawe, Harold Bamwoya
dc.date.accessioned2014-05-20T13:03:10Z
dc.date.available2014-05-20T13:03:10Z
dc.date.issued2011-06
dc.identifier.citationTurinawe, H. B. (2011). Physical and mechanical properties of selected hybrid eucalyptus grown in Uganda. Unpublished masters thesis, Makerere University, Uganda.en_US
dc.identifier.urihttp://hdl.handle.net/10570/2777
dc.descriptionA dissertation submitted to the School of Graduate studies in partial fulfillment of the requirements for the award of Master of Science Degree in Forestry of Makerere University.en_US
dc.description.abstractThis study was aimed primarily at providing information on physical and mechanical properties of selected eucalypts clones GU7, GU8, GC540, GC550 and GC796; assess the variations of these properties across growing sites, along tree height and from pith to bark; and compare these properties with those of their parent materials; i.e. Eucalyptus grandis, Eucalyptus cammaldulensis, and Eucalyptus urophylla. The physical properties assessed were basic density (BD) and calorific value (CV) while the mechanical properties included static bending strength (MOE, MOR, Wmax), maximum compressive strength parallel to the grain (MCS), ultimate shear strength parallel to the grain (MSS) and cleavage strength (CLR). The test samples were collected between December 2008 and March 2009 from clonal trials in Kifu and Ikulwe located in Lake Victoria Crescent and South and Eastern Lake Kyoga Basin Agro ecological zones (AEZ), respectively. Five well-formed trees were selected for each clone per site, felled and sectioned into three billets of 1.2m long obtained at breast height (1.3m), 45% and 75% of the merchantable tree height. The test samples were seasoned to 28 % MC and machined to the final size of 800 x 20 x 20 mm from which the test pieces were obtained. Test methods were adopted from British Standard (BS 373:1957) for all properties except for calorific value test where standard test methods for analysis of wood fuels according to the American Society for Testing and Materials [ASTM E870-82(2006)] were used. Results showed that clones GC540 and GU7 had higher mean values for basic density, CLR and CV which are the basic properties for structural timber and fuel wood production. GC540 and GC796 had higher values for MCS, MOR and CRL compared to other clones tested and parent materials indicating a potential for use as structural timber and poles with good workability especially with joints. However, MOE values of all clones tested was lower than that of parent materials. The site × property relationship was significant for properties BD, MSS, CRL, MOE, MOR and Wmax and this was most expressed in clones GC540 and GC796. Position along the tree × property relationship was significant for BD and MCS and was more pronounced in GU7 and GU8 clones. MCS, MSS, MOE and MOR varied significantly in radial direction while BD and CV did not. It was concluded that, clonal eucalypts wood at 6-7 years can be used for fuel wood, furniture, posts, and poles while for construction and other structural uses, advice of registered structural engineers should be sought. It is recommended that a wider study of wood properties including microfibril angle, fibre length, kappa number and chemical properties be carried out on all clones from all agro ecological zones and at higher rotations so as to fully assess the suitability of clones.en_US
dc.description.sponsorshipInternational Development (DfID)en_US
dc.language.isoenen_US
dc.publisherMakerere Universityen_US
dc.subjectEucalyptus treesen_US
dc.titlePhysical and mechanical properties of selected hybrid eucalyptus grown in Ugandaen_US
dc.typeThesisen_US


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