Research Article
Analysis of Clay Stabilization Bearing Capacity with Matos and Cement for Subgrade in Kalimantan Pavement (Case Study of Beringin Village Soils)
@INPROCEEDINGS{10.4108/eai.27-8-2020.2303183, author={Norseta Ajie Saputra and Noviyanthy Handayani}, title={Analysis of Clay Stabilization Bearing Capacity with Matos and Cement for Subgrade in Kalimantan Pavement (Case Study of Beringin Village Soils)}, proceedings={Proceedings of the 1st International Conference on Islamic Civilization, ICIC 2020, 27th August 2020, Semarang, Indonesia}, publisher={EAI}, proceedings_a={ICIC}, year={2020}, month={12}, keywords={stabilization matos cbr ucs}, doi={10.4108/eai.27-8-2020.2303183} }- Norseta Ajie Saputra
Noviyanthy Handayani
Year: 2020
Analysis of Clay Stabilization Bearing Capacity with Matos and Cement for Subgrade in Kalimantan Pavement (Case Study of Beringin Village Soils)
ICIC
EAI
DOI: 10.4108/eai.27-8-2020.2303183
Abstract
Beringin Village clay has low soil bearing capacity due to this reason, soil stabilization will be carried out using the Matos Stabilizer. It is expected can improve CBR and UCS values. The stabilization by mixing it with Matos and Cement. The proportion of the mixture is 1%, 3%, 5% Matos, and 12% cement in each percent of Matos. Research showed that the CBR value of the original soil was 4.61% and UCS was 2.00 kg / cm2. Then, after stabilization with Matos 1%, 3% and 5% the CBR value respectively 34.55%, 49.07% and 40.55%. While UCS values respectively are 3.98 kg / cm2, 4.70 kg / cm2 and 3.57 kg / cm2. The result showed Matos 3% gave CBR value increased significantly 112.15% and UCS decreased by 3.45 kg / cm2. Generally, the addition of Matos and cement results increase the CBR value and decrease of UCS values.
