Pemanfaatan Bakteri Ureolitik Pada Beton Mutu Tinggi Untuk Menutup Keretakan Akibat Kuat Tekan

Authors

  • M. Nuril Khair Fakultas Teknik, Universitas Syiah Kuala
  • Teuku Budi Aulia Fakultas Teknik, Universitas Syiah Kuala
  • Yunita Idris Fakultas Teknik, Universitas Syiah Kuala

DOI:

https://doi.org/10.31815/jp.2024.19.98-106

Keywords:

Solibacillus, Bacillus, Staphylococcus, Compressive strength, functional groups

Abstract

High quality concrete is the primary choice for handling compressive loads in complex building structures such as tall buildings, bridges, dams, and ports. High pressure on high-quality concrete can lead to brittleness and cracking. One solution to improve cracking is by adding bacteria that can produce minerals through microbial processes. This research utilizes ureolytic bacteria, namely the genus Staphylococcus (BSC), Bacillus (BB), and Solibacillus (BBB). Each genus of bacteria was tested with variations of 0.5%, 0.6%, and 0.7%, with 5 test specimens for each variation and 3 control specimens, totaling 48 test specimens. After treatment for 7 days, the test specimens were subjected to a load to induce cracking of 26 MPa. After the cracks formed, observations of calcite growth were made for 7 consecutive days over 28 days. The highest average compressive strength of concrete was found in the BB variation (0.6%). The best calcite growth occurred at the 0.6% variation for Solibacillus genus (BBB1), the 0.6% and 0.5% variations for Bacillus genus (BB1), and the 0.5% variation for Staphylococcus genus (BSC1). FTIR analysis indicates that the test specimens with Bacillus bacteria at the 0.6% variation (BB1) and Solibacillus at the 0.6% variation (BBB1) exhibited high infrared light absorption, while the test specimens with Staphylococcus at the 0.5% variation (BSC1) showed lower light absorption. This demonstrates the better performance of those samplesTop of Form.

References

Aulia, T. Budi. (2002). Effect of Polypropylene Fibers on The Properties of High Strength Concrete, Lacer No. 7, University of Leipzig, : 43 – 59.

Baharuddin. (2023). Studi Sifat Mekanis Dan Ikatan Kimia Pada Beton Dengan Penambahan Serat Rami, Universitas Teuku Umar.

Fauzaan. (2022). “Pengaruh Penambahan Ekstrak Limbah Sayuran Pengganti Sebagian Dari Berat Semen Terhadap Nilai Slump 60-80 Dan Nilai Kuat Tekan Beton Dalam Proses Self Healing Concrete.” Indonesia.

Fauziah, Lulu, Siti Mutiara Murhayati, Luthfi Muhammad M, and Linda Aisyah. (2023). “Pengaruh Bakteri Bacillus Megaterium Sebagai Self-Healing Agent Pada Kuat Tekan Beton Mutu Tinggi” 09 (03): 228–39. Indonesia.

Fernando, Robi., Agung Bhakti Utama, Eko Kusumo Friatmojo. (2022). "Studi Perbandingan Mutu Beton Normal Berdasarkan Variasi Pengambilan Agregat Kasar Di provinsi Jawa Tengah." ORBITH 18 : 28-36. Indonesia.

Fitri, Lenni, Teuku Budi Aulia, Amir Fauzi, and Galih Ahmad Kamil. (2023). “Characterization and Screening of Urease Activity of Ureolytic Bacteria from Landfills Soil in Banda Aceh, Indonesia.” Biodiversitas 24 (2): 910–15. Indonesia.

Haris, Samun., Rizal Firdaus. "Pengaruh Penggunaan Silica Fume Powder Terhadap Kuat Tekan Beton." ISSN 6 (Juli 2021): 97-102. Indonesia.

Maulani, Emi. 2016. “Pemakaian Tanah Diatomae Sebagai Substitusi Semen Fas 0.30 Dengan Perlakuan Kalsinasi Untuk Produksi Beton Normal.” Teras Jurnal 6 (1): 49–56. Indonesia.

Muwafaq, Arsyul., Abdul Halim, Candra Aditya, M. Cakrawala. "Perbandingan PEenggunaan Dua Merk Silica Fume Dan Admixtures Sebagai Bahan Campuran Pada Beton Mutu Tinggi." Jurnal Ilmiah Teknik Sipil dan Lingkungan 2 (April 2022): 20-39. Indonesia.

Nathalie Sumeisey, Gabriella, Stella Deiby Umboh, and Trina Ekawati Tallei. 2019. “Penyalutan Bakteri Asam Laktat Menggunakan Nanopartikel Kitosan.” Pharmacon 8 (4): 843–50. Indonesia.

Ramasamy, V., Anand, P., & Suresh, G. (2018). Synthesis and characterization of polymermediated CaCO3 nanoparticles using limestone: A novel approach. Advanced Powder Technology, 29(3), 818–834.

Rayyana, N, M Afifuddin, and Y Idris. (2019). “Pengaruh Substitusi Campuran Abu Ampas Tebu Dan Abu Sekam Padi Sebagai Pengganti Semen Terhadap Kuat Tekan Beton Mutu Tinggi Pada Lingkungan.” Journal of The Civil Engineering … 1 (1): 32–37. Indonesia.

Seru, Nobertus Rombe, Jonie Tanijaya, and Lisa Febriani. (2021). “Pengaruh Kalsium Karbonat (CaCO3) Sebagai Bahan Substitusi Semen Pada Beton Mutu Tinggi.” Paulus Civil Engineering Journal 3 (1): 70–75. Indonesia.

Soesella, Rossa, Daiyan. (2023). “Pengaruh Pengunaan Bakteri Bacillus SP. Terhadap Kuat Tekan Beton Mutu Tinggi” .Jim USK. IndonesiaSonali, Chereddy, Sri Durgaa, Nerella Rubena, Madduru Sri, Rama Chandb, Mikili Indirac, and Chava Venkatesha. 2021. “Bahan Beton Penyembuhan Diri” 15. Indonesia.

Downloads

Published

11/01/2024

How to Cite

Khair, M. N., Teuku Budi Aulia, & Yunita Idris. (2024). Pemanfaatan Bakteri Ureolitik Pada Beton Mutu Tinggi Untuk Menutup Keretakan Akibat Kuat Tekan. Jurnal Permukiman, 19(2), 98–106. https://doi.org/10.31815/jp.2024.19.98-106

Issue

Section

Artikel