Satu kajian telah dijalankan bagi menentukan kesan penggunaan gentian polipropilena ke atas sifat-sifat mortar yang mengandungi wasap silika. Eksperimen ini terdiri daripada ujian mortar baru iaitu ujian meja aliran, serta mortar keras seperti kekuatan mampatan, kekuatan lenturan, halaju dedenyut ultrabunyi, keliangan, penyerapan air dan kebolehtelapan gas. Retak pengecutan plastik juga diuji dalam projek ini menggunakan acuan yang direka khas dan diperhatikan selepas 24 jam. Mortar gred 50 N/mm2 digunakan dan diuji pada 7, 14 dan 28 hari. Wasap silika yang digunakan adalah 10% dan kandungan gentian polipropilena adalah 0.1%, 0.3% dan 0.5%. Bancuhan kawalan mengandungi wasap silika tanpa gentian polipropilena. Berdasarkan keputusan ujian mampatan, penambahan gentian tidak memberi kesan positif kepada kekuatan. Penambahan gentian kepada spesimen juga tidak menunjukkan kesan yang besar terhadap ujian lenturan. Struktur liang dan penyerapan air dalam spesimen meningkat disebabkan penambahan gentian polipropilena di dalam mortar. Kebolehtelapan dan keliangan mortar meningkat disebabkan peningkatan jumlah gentian dalam mortar tetapi menurun mengikut tempoh ujian yang berbeza. Kualiti spesimen terletak pada julat yang baik. Walau bagaimanapun, hasil gabungan 10% wasap silika dan 0.3% gentian polipropilena adalah campuran yang optimum.
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An investigation has been performed to study the effect of polypropylene fiber on the properties of mortar containing silica fume. The experiment consists of testing of fresh mortar via flow table test, as well as hardened mortar such as compressive strength, flexural strength, ultrasonic pulse velocity (UPV), porosity, water absorption and gas permeability test. Plastic shrinkage cracking was also studied in this project using a specially fabricated mould and observed after 24 hours. Mortar sample with characteristic strength of 50 N/mm2 was designed and tested at 7, 14 and 28 age days. Silica fume content used was 10% and polypropylene fiber volume fraction was 0.1%, 0.3% and 0.5%. The control mix was the mortar containing silica fume with no fiber. Based on the compressive strength result, the addition of fiber did not give positive impact on the compressive strength. The fiber addition also has no significant influence on the flexural strength of the mortars. The pore structure in the specimens increased due to the additional of fiber in the mortar. Permeability and porosity of the mortars increased due to the increase volume of fiber fraction but decreased with longer curing periods. The quality of specimens fall in the range of good quality. However, the combination of 10% of silica fume and 0.3% fiber results in optimum mixture design.