Analisis Kepadatan Tanah dengan Pengujian California Bearing Ratio (CBR)
https://doi.org/10.58466/rigid.v1i2.1189
Keywords:
soil density, CBR, water contentAbstract
Soil density must be considered because of climate change and increasingly extreme weather. This is possible to cause things that are not desirable. The research was conducted in three stages, namely preparation, testing, and data analysis. Samples were taken at 10 points in Ketapang Regency. The data processing carried out showed that the wet soil density value in the sample soil was 1.05 gr/cm3 to 1.94 gr/cm3. The value of dry density in the sample soil is from 1.01 gr/cm3 to 1.88 gr/cm3. The value of water content in the sample soil is 16.01% to 41.87%. The CBR value obtained from testing with the CBR-test on the sample soil is 0.01% to 10.30%
References
Lengkong, dkk. 2013. Hubungan Nila CBR Laboratorium dan DCP pada Tanah yang dipadatkan pada Ruas Jalan WoriLikupang Kabupaten Minahasa Utara. Jurnal Sipil Statistik, 1(5): 368-376.
Waruwu, dkk. 2021. Kajian Nilai California Bearing Ratio (CBR) pada Tanah Lempung Lunak dengan Variasi Tebal
Stabilisasi menggunakan Abu Vulkanik. Jurnal Rekayasa Sipil, 17(2):116-130.
Zaro, K. Nugroho, S.A., & Fatnanta, F. 2014. Pengaruh Kadar Lempung dengan Kadar Air di Atas OMC terhadap Nilai CBR
dengan dan Tanpa Rendaman pada Tanah Lempung Organik. Jom Fteknik, 1(2): 1-5.
Akbar, S.J. 2013. Kajian Pengaruh Nilai CBR Subgrade terhadap Tebal Perkerasan Jalan. Teras Jurnal, 3(2): 138-147.
Waruwu, A. 2013. Korelasi Nilai Kuat Tekan dan CBR Tanah Lempung yang Distabilisasi dengan Abu Batu dan Semen. Jurnal Rancang Sipil, 2(1): 99-108.
Permatasari, Sylvina. 2020. Analisis Kepadatan Tanah dengan Pengujian California Bearing Ratio (CBR) pada Ruas Jalan
Masuk Jembatan Penyebrangan Tanjung Serdang-Batulicin Kecamatan Pulau Laut Tengah Kabupaten Kota Baru.
Kafi, dkk. 2021. Korelasi Nilai CBR Laboratorium dan Nilai Dynamic Cone Penetrometer (DCP) terhadap Kondisi Eksisiting di Lapangan
