PLANU MISTURASAUN (MIX DESIGN) BETAUN BÁ KONSTRUSAUN PONTE BUANURAK MUNISIPIU VIQUEQUE HO NIA REZISTENSIA 28 Mpa.

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MARTINHO MONIZ INSTITUTO POLITÉCNICO DE BETANO -(IPB) 2022

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Liu hosi teste ida ne’e hakerek nain hakarak atu konklui deit katak bazeia ba teste   misturasaun betaun/mix design ho nia pontu  prinsipal balun ne’ebé maka hetan  hanesan: 
1. Iha peskiza ida ne’e utiliza water cement(wc) ne’ebé define ona,sai hanesan sasukat ida bá misturasaun ida ne’e mak 0,45. 
2. Ho valor slump ne’ebé tuir kriteria mak minimu 50 mm no maximu 100 mm,teste ne’ebé hakerek nain halo teste  hetan valor slump mak 80 mm ho valor slump ida ne’e hatudu katak misturasaun refere priense ona iha kriteria. 
3. Hosi rezultadu kompresaun bá 7 dias ho nia valor maka 28.03 Mpa, 14 dias ho nia valor maka  28,09 Mpa no 28 dias ho nia valor maka  32.70 Mpa.

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