PEMADATAN TANAH METODE PENGUJIAN KEPADATAN RINGAN
DOI:
https://doi.org/10.62667/begibung.v4i2.370Keywords:
Soil Compaction Analysis, Proctor, Soil Testing MethodsAbstract
Soil serves as a construction material that acts as the foundation for a building's structure; given this critical role, the material must meet specific required criteria to ensure it performs its intended function effectively. Consequently, the specifications regarding the properties of the soil to be utilized must comply with applicable regulations, such as SNI standards. Consequently, a soil investigation is conducted—a process involving the collection and analysis of data regarding soil conditions at a specific site—to determine soil characteristics and parameters; this investigation also serves to identify issues encountered in the field and the appropriate measures to address them. This investigation involves the study and laboratory testing of the soil to determine its characteristics, as well as its physical and mechanical properties, in order to obtain the desired results. Sieve analysis results show that 45.71% of the material was retained on the No. 4 sieve (4.75 mm), with a dry density (at 95% compaction) of 1.492 g/cm³; based on these results, the soil is classified as clayDownloads
References
Anwar Muda. (2016). MODEL PENDEKATAN ALAT UJI KEPDATAN RINGAN UNTUK TANAH DI LABORATORIUM, Balai Besar Pelaksanaan Jalan Nasional VI
Arsyad Hafif dkk. (2024). PENYELIDIIKAN TANAH DENGAN PENGUJIAN DI LABORATORIUM MENURUT SNI PADA AREA IRIGASI BATANG ANAI II. Universitas Bung Hatta Padang
Braja. M.Das.(1995). MEKANIKA TANAH. Erlangga. Jakarta
Craig.F.(1991).MEKANIKA TANAH. Erlangga.Jakarta
Muda Anwar.(2018).APLIKASI MODEL ALAT UJI KEPDATAN RINGAN UNTUK TANAH DI LABORATORIUM (PENELITIAN LANJUTAN XI). Jurnal Infrastruktur. 5(4).256-378. https://www.neliti.com/id/publications/65852/model-pendekatan-alat-uji-kepadatan-ringan-untuk-tanah-di-laboratorium
Mahardika Ghea Andrew dan Pratama Fikri. (2020). PENGUJIAN KEPADATAN TANAH METODE STANDAR PROCTOR DENGAN ALAT UJI PEMADAT STANDAR. Jurnal Isu teknologi. 15(20).16-22. https://garuda.kemdiktisaintek.go.id/documents/detail/3877106
Ratna Yuniarti, .(2008). PERBANDINGAN NILAI DAYA UKUR TANAH DASAR BADAN JALAN YANG DISTABILISASI SEMEN DAN ABU SEKAM PADI. Jurnal media Teknik sipil. 3(4). 255-261 https://www.neliti.com/publications/151229/perbandingan-nilai-daya-dukung-tanah-dasar-badan-jalan-yang-distabilisasi-semen
SNI 03-1742-2008. Cara Uji Kepadatan Ringan Untuk Tanah , Badan Standardisasi Nasional. Jakarta
SNI 03-1743-2008. Cara Uji Kepadatan Berat Untuk Tanah , Badan Standardisasi Nasional.Jakarta
SNI 3423:2008 . Cara uji analisis ukuran butir tanah, Badan Standardisasi Nasional.Jakarta.
SNI 1964 : 2008 Cara uji berat jenis tanah, Badan Standardisasi Nasional.Jakarta.
SNI. 2008. SNI 1965-2008. Cara Uji Kadar Air.
Bandung: Badan Standar Nasional.
Warsiti (2009), MENINGKATKAN CBR DAN MEMPERKECIL SWELLING TANAH SUB GRADE DENGAN METODE STABILISASI TANAH DAN KAPUR. Jurnal Politeknik Negeri Semarang.2(1). 18-25 https://scispace.com/pdf/meningkatkan-cbr-dan-memperkecil-swelling-tanah-sub-grade-4unhk0csgz.pdf
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2026 I Gede Utama Hadi Sutrisna, Indah Arry Pratama, Alpiana Hidayatulloh

This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.
CC Attribution-NonCommercial-ShareAlike 4.0






