000			02579nam a22003377a 4500
003			OSt
005			20250701101046.0
008			250630b |||||||| |||| 00| 0 eng d
040			_aTUPM _bEnglish _cTUPM _dTUPM _erda
050			_aBTH TA 145 _bB47 2024
100			_aBerdin, Christian C. _eauthor
245			_aInfluence of sugarcrane bagasse ash and fiber on the engineering properties of cement bonded particle board/ _cChristian C. Berdin, Aaron Daniel S. Enriquez, Mark Neil B. Granada, Florence B. and Jaraba, Kerrsha A. Tumala.--
260			_aManila: _bTechnological University of the Philippines, _c2025.
300			_axvi, 284pages: _c29cm.
336			_2rdacontent
337			_2rdamedia
338			_2rdacarrier
500			_aBachelor's Thesis
502			_aCollege of Engineering.-- _bBachelor of science in civil engineering: _cTechnological University of the Philippines, _d2025.
504			_aIncludes bibliographic references and index.
520			_aThis study explores the utilization of sugarcane (Saccharum officinarum) bagasse waste, a prevalent agricultural byproduct, to produce cement-bonded particle boards. Both bagasse fiber and ash were incorporated into the design mix, featuring 12 variations with different proportions: cement (100%, 90%, 80%), bagasse ash (0%, 10%, 20%), and bagasse fiber (10%, 15%, 20%). A fixed water-to-cement ratio of 0.60 was maintained. Samples (300 × 300 mm, 12 mm thickness) were cured for 28 days and evaluated for mechanical, physical, and thermal properties. The resulting high-density boards (type 200) demonstrated compliance with Philippine National Standards (PNS) for fiber cement particle boards in water absorption and thickness swelling. Nail head pull-through (NHPT) and face screw holding test (FSHT) results indicated excellent drilling and nailing performance. However, the thermal conductivity of the boards decreased as fiber and ash content increased. Most boards failed to meet standards for modulus of rupture (MOR) and modulus of elasticity (MOE). Mix Design M8 (15% bagasse fiber, 10% bagasse ash) emerged as the most suitable combination, passing eight tests and excelling in three. Results adhered to PNS 230:1989 and ISO 8335:1987 standards.
600			_2Bagasse Ash
650			_aBagasse ash
650			_aEngineering properties
650			_aBagasse fiber
700			_aEnriquez, Aaron Daniel S. _eauthor
700			_aGranada, Mark Neil B. _eauthor
700			_aJaraba, Florence B. _eauthor
700			_aTumala, Kerrsha A _eauthor
942			_2lcc _cBTH COE _n0
999			_c30005 _d30005