Article Per Year (5 Year)
p-Index From 2020 - 2025
0.444
P-Index
This Author published in this journals
All Journal Ensiklopedia of Journal Jurnal Bangunan: Konstruksi & Desain
Sonata, Herix
Unknown Affiliation
Arts Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Engineering Industrial & Manufacturing Engineering Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Social Sciences

Published : 2 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 2 Documents
Search

 1 
PENGARUH PENGGUNAAN SERBUK CANGKANG LANGKITANG ( FAUNUS ATER ) SEBAGAI BAHAN TAMBAH TERHADAP KUAT TEKAN BETON NORMAL A, Arman; Wardi, Syafri; Sonata, Herix; Iqbal, Muhammad
Ensiklopedia of Journal Vol 6, No 3 (2024): Vol. 6 No. 3 Edisi 1 April 2024
Publisher : Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33559/eoj.v6i3.2277

Abstract

Langkitang shell is a food waste that has potential benefits that can be used as powder as a mixture in the manufacture of pozzolanic containing CaCO3 (Calcium Carbonate), SiO2 (Silicon Dioxide) which these compounds are also found in sand and cement. The purpose of this research is to know the physical properties of sand and the physical properties of langkitang shell powder as a constituent of normal concrete, to know the effect of using langkitang shell powder as an added ingredient to the concrete mix on the compressive strength of normal concrete, and to know the optimum percentage of langkitang shell as an added material for get the maximum normal compressive strength of concrete. The research method used is the experimental method, the experimental method in this study was carried out by comparing the concrete to be tested. In this study, the percentage of the variation of langkitang powder used was 1%, 2.5%%, and 4%. With the test object in the form of a cube with dimensions of 15 cm x 15 cm x 15 cm, and the planned compressive strength of K-250. The results obtained from normal concrete with a compressive strength of 269.46 kg/cm², and the results of the quality of concrete used K-250 which were tested at the age of 28 days were 12 samples and consisted of 3 variations, each variation of 3 samples (1 %, 2.5%,4% ). From the research, it was obtained that the compressive strength of the mixed concrete variation of 1% was 323.4 kg/cm², 2.5% was 321.6 kg/cm², and the results of the 4% concrete compressive strength was 254.63 kg/cm². Researchers can conclude based on the results from the laboratory of PT. Jaya Sentrikon Indonesia. The results of the compressive strength of concrete decreased in the 4% variation mixture, namely 254.63 kg/cm², and the highest concrete compressive strength at 1% was 323.4 kg/cm². It can be concluded in this study that the more substances mixed with langkitang shell powder are used, the lower the value of the compressive strength of the resulting concrete.Keywords: Langkitang Shell, Sikacim Concrete Additive, Compressive Strength, Normal Concrete.
Karakteristik Tanah Pada Lereng Sebagai Mitigasi Pasca Bencana Tanah Longsor (Studi Kasus: Nagari Aie Dingin, Kab. Solok, Sumatera Barat) Ayunimas, Agustina; Haryati, Novy; Sonata, Herix; Muchlian, Meli
Jurnal Bangunan, Konstruksi & Desain Vol 1 No 3 (2023): Desember 2023
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.1.3.159-167.2023

Abstract

The landslide disaster in the Nagari Aia Winter area, Lembah Gumanti District, Solok Regency, which was caused by high-intensity rain and other factors, is thought to be due to mining activities in the area which caused the contour of the land there to become unstable. This research aims to analyze the soil characteristic values on the slopes, analyze the Safety Factor (FK) values of the slopes and analyze appropriate mitigation for landslide disasters in Nagari Aia Winter, Lembah Gumanti District. The research method used is a quantitative approach. From the results of the research carried out, it can be concluded that the characteristics of the soil on the slope include a type of silty sand soil with poor gradation and calculations using the Geostudio Slope/W 2012 program show the Safety Factor (FK) value of the slope in Nagari Aia Winter, Lembah Gumanti District, Solok Regency by simulating using angles of 30°, 45°, 60°, 70°, it was found that the Safety Factor (FK) value < 1.5, the slope was included in an unstable condition. These slopes are dangerous and can cause landslides in the future. Mitigation efforts that can be carried out are structural mitigation by building retaining walls or stone slabs and drainage at landslide locations, mapping slopes or sloping steep slopes and making permanent connecting bridges. Non-structural mitigation can take the form of providing information related to landslide-prone zones, and conducting outreach at several locations that have landslide-prone impacts.
Co-Authors Arman A Ayunimas, Agustina Elfrida Ratnawati Haryati, Novy Meli Muchlian, Meli Wardi, Syafri