Analysis of Clay Stabilization Bearing Capacity with Matos and Cement for Subgrade in Kalimantan Pavement (Case Study of Beringin Village Soils)

Saputra, Norseta and Handayani, Noviyanthy (2020) Analysis of Clay Stabilization Bearing Capacity with Matos and Cement for Subgrade in Kalimantan Pavement (Case Study of Beringin Village Soils). In: Proceedings of the 1st International Conference on Islamic Civilization, ICIC 2020, 27th August 2020, Semarang, Indonesia.

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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% c

Item Type: Conference or Workshop Item (UNSPECIFIED)
Date Deposited: 04 Mar 2026 13:52
Last Modified: 17 Apr 2026 09:49
URI: http://eprints.eai.eu/id/eprint/31996

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