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All Journal JURNAL KARYA TEKNIK SIPIL Pedagogia: Jurnal Pendidikan Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Construction and Material Journal APPLIED RESEARCH ON CIVIL ENGINEERING AND ENVIRONMENT (ARCEE) Journal of Research and Inovation in Civil Engineering as Applied Science
Yanuar Setiawan
Politeknik Negeri Jakarta
Civil Engineering, Building, Construction & Architecture Earth & Planetary Sciences Education Engineering Environmental Science Materials Science & Nanotechnology Transportation Other

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Journal : JURNAL KARYA TEKNIK SIPIL

 1 
PENGARUH BENTUK DAN KONFIGURASI AGREGAT TERHADAP KUAT TEKAN MORTAR Hutagalung, Martin; Setiawan, Yanuar; Lie, Han Ay; Sabdono, Parang
Jurnal Karya Teknik Sipil Volume 2, Nomor 3, Tahun 2013
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

This study aimed to investigate the influence of the shape and position of aggregate to compressive strength of matrix. Research conducted so far to say that the aggregate does not really affect the compressive strength of concrete and the opinions of experts who say that the aggregate rounded shaped is the aggregate are best used in the mix concrete . Therefore, there was a suggestion in this study to examine how the aggregate effect of the concrete compressive strength if we use the aggregate shaped beam (angular). That question will be answered by laboratory testing and modeling and analysis using software (SAP 2000). To determine the effect  used variations size of aggregate  measuring 2 x 2 x 5 cm and 2.5 x 1.5 x 5 cm at the time of casting is also variation in the position to determine the aggregate effect on the compressive strength of matrix. Tests conducted with uniaxial loading (one-way) and use the data logger and LVDT (Linear Variable Displacement Transducer), to measure the displacement that occurs. Through this research is expected, in addition to knowing their effects on the compressive strength of concrete, can also determine its relation to the concrete cracking pattern of voltage obtained when testing and validated by using SAP 2000.
Co-Authors Amalia Amalia Bima Ryanto Djakfar, Rinawati DYAH NURWIDYANINGRUM Han Ay Lie Khoirunnissa, Ummi Martin Hutagalung Mikha Geraldine Muhammad Fathur Rouf Hasan Muhammad Rifqi Mursid Mursid Nunung Martina Parang Sabdono Rinawati Djakfar Rinawati Rina Rinawati Rinawati Saputra, Jonathan Tri Widya Swastika Tri Widya Swastika, Tri Widya Ummi Khoirunnissa Yanuarini, Erlina