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All Journal OKARA: Jurnal Bahasa dan Sastra Jurnal Riset Rumpun Ilmu Teknik (JURRITEK)
Muh. Fajar
Unknown Affiliation
Civil Engineering, Building, Construction & Architecture Computer Science & IT Languange, Linguistic, Communication & Media

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SECULARISM IN PAMUK’S SNOW; A POSTCOLONIALISM STUDY Muh. Fajar
OKARA: Jurnal Bahasa dan Sastra Vol. 7 No. 1 (2013): OKARA: Jurnal Bahasa dan Sastra
Publisher : IAIN MADURA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.19105/ojbs.v7i1.434

Abstract

Postcolonial criticism has always analyzed colonial power through the multifarious signs, metaphors and narratives of both the dominating and indigenous cultures, in other words, the cultural formations and representational practices can be understood as colonial discourses. Initially these discourses were examined primarily in terms of binary oppositions, as exemplified in Edward Said’s notion of Orientalism. This paper explores secularism as one part of binary oppositions opposed to religion in Pamuk’s Snow. Before the writer analyses secularism in this novel, thus he would like to discuss the concept of postcolonial theory, mimicry and hybridity, binary oppositions, then he focuses to discuss secularism as one part of binary opposition as opposed to religion in Pamuk’s Snow.
Analisis Penambahan Serat Strapping Band Rigid Pavement Terhadap Kuat Lentur Beton Muh. Fajar; Adnan Adnan; Hamka Hamka
JURNAL RISET RUMPUN ILMU TEKNIK Vol. 3 No. 1 (2024): April : Jurnal Riset Rumpun Ilmu Teknik
Publisher : Pusat riset dan Inovasi Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55606/jurritek.v3i1.2678

Abstract

The development of science, especially in the field of transportation, especially roads, requires adequate infrastructure in the form of roads or pavement that is suitable for the conditions in the field. This research aims to determine the analysis of the addition of strapping band fibers on the flexural strength of concrete, the variation in influence is 0.5%, 1 .0%, 1.5%, the best composition for making rigid pavement flexural strength. This research uses experimental research methods, namely research in the laboratory which aims to investigate the effects of each other and compare the results. The research results of 4 variations, namely 0% (normal), 0.5%, 1.0% and 1.5% of fine aggregate, in testing concrete aged 28 days on normal concrete were 3.333 Mpa, for variations of 0.5% on average an average of 2,800 Mpa, a 1.0% variation an average of 2,133 MPa, and a 1.5% variation an average of 1,333 MPa. So it can be concluded that concrete with a variation of 0.5% achieves the design strength and is suitable for use. Meanwhile, variations of 1.0%, 1.5% do not reach the design compressive strength and are not suitable for use in construction.
Co-Authors Adnan Adnan Hamka Hamka