ANALYSIS OF PAVING BLOCK COMPRESSIVE STRENGTH TESTS USING COMPRESSION TESTS AND HAMMER TESTS
Abstract
Based on its quality, paving blocks are used in the construction sector and an alternative choice for surface pavement layers. Several other advantages are concrete bricks (paving blocks) better than other pavements and are economical in maintenance, artistic in terms of the exterior of a building, do not require heavy equipment to work/install, and can be mass-produced. This study aims to compare the compressive strength of paving blocks using a compression test and hammer test and to determine the quality of paving blocks. In this study there are 9 objects, 3 different shapes of paving blocks consist of 3 pieces of each form. The form of paving blocks used are brick paving blocks, hexagons and worms (univape). Based on the test results, there is a difference in the compressive strength value of the compression test and the hammer test, where the compression test compressive strength value is greater than the hammer test compressive strength value. The results of the compressive strength test showed that the paving blocks were in the category of quality B paving blocks.
References
Badan Standardisasi Nasional. (2010). RSNI 4803:20xx Metode uji angka pantul beton keras (ASTM C 805-02). Badan Standardisasi Nasional, 1–10.
BSN. (1996). Standar Nasional Indonesia Badan Standardisasi Nasional Bata beton (Paving block).
Ega Rismana, Kusno Adi Sambowo, & Sittati Musalamah. (2022). Uji Kuat Tekan Bata Beton Untuk Pasangan Dinding Dengan Campuran Limbah Styrofoam (Expanded Polystyrene). Menara: Jurnal Teknik Sipil, 17 (1), 18–25. https://doi.org/10.21009/jmenara.v17i1.22900
Erlina;, S. M. (2021). Analisis Kualitas Paving Hasil Home Industry Di Berbagai Daerah. III(2), 1–10.
Fauzi, M. (2017). Evaluasi mutu paving block produksi lokal kota mataram. Artikel Ilmiah.
Muhammad Taufik Nasution. (2020). SKRIPSI Diajukan Untuk Syarat Dalam Sidang Sarjana Universitas Medan Area, Fakultas Teknik, Universitas Medan Area Medan.
Ryan, Cooper, & Tauer. (2013). hubungan korelasi antara nilai kuat tekan beton dengan pengujian UPV, hammer test, dan compression test. Paper Knowledge . Toward a Media History of Documents, 12–26.
S, J. O. 2010. (n.d.). Kuat Tekan Berdasarkan Hammer Test dan Compression Test pada Benda Uji Silinder.
Sembiring, A. C., & Saruksuk, J. J. (2017). Uji Kuat tekan dan Serapan Air Pada Paving Block Dengan Bahan Pasir Kasar, Batu Kacang dan Pasir Halus. Juriti Prima, Vol. 1 No., doi: https://doi.org/10.5281/zenodo.1207331.
Septiandini, E., & Sofiah, A. (2006). Studi Mutu Bata Beton (Paving Block) Yang Menggunakan Abu Puing Ubin Keramik Sebagai Bahan Pengganti Sebagian Semen. Menara, 1, 200–212. http://dx.doi.org/10.1016/j.cirp.2016.
SNI. (2011). SNI 1974-2011 Cara Uji Kuat Tekan Beton dengan Benda Uji Silinder. Badan Standardisasi Nasional Indonesia, 20.
Suwarto, F., Fauziyah, S., Setiabudi, B., & ... (2020). Peningkatan Kuat Tekan Paving Block Dengan Alat Cetak Mekanis. Jurnal Pengabdian, 01(03), 172–176. https://ejournal2.undip.ac.id/index.php/jpv/article/view/6705.
Ulinnuah, M. F. (2019). Kuat Tekan Paving Block Pressing.
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