Reinforcement of Bearing Capacity Foundation using Single Soil Column Method Fixed Diameter 3.2 cm with Calcium Carbide Residue (CCR) and Rice Husk Ash (RHA) Mixed Materials
Abstract
Keywords
Full Text:
FULL TEXT PDFReferences
Wong, Leong., “ Mechanical Behavior of Compacted and Stabilized Clay with Kaolin and Cement”. Jordan Journal of Civil Engineering, Vol.9: 10.14525, 2015.
Calcium Carbide Residue”, International Journal of Innovative Research in Science, Engineering and Technology, 5(9): 17023-17030, 2016.
Bakar, R., A., Yahya, R., Gan, S., N., “ Productionof High Purity Amorphous Silica from Rice Husk”. Prosedia Chemistry”, 19: 189-195, 2016.
Oktavia, Dina and Dewi, Ratna and Saloma, Saloma, “Pengaruh Variasi Jarak, Panjang Kolom dan Diameer Deep Soil Mixing Terhadap Perkuatan Daya Dukung Tanah Gambut”, Undergraduate thesis, Sriwijaya University, 2019.
Vichan, Songsuda, “Chemical stabilization of soft Bangkok clay using the blend of calcium carbide residue and biomass ash”, Soils and Foundations, Vol.53: 272- 281, 2013.
Astusi, Indah and Dewi, Ratna , “Pengaruh Variasi Jarak, Panjang Kolom dan Diameer Deep Soil Mixing (Tanah lempung + 3% CCR) Terhadap Perkuatan Daya Dukung Tanah Gambut”, Undergraduate thesis, Sriwijaya
DOI: http://dx.doi.org/10.22135/sje.2023.8.2.104-108
Refbacks
- There are currently no refbacks.
Copyright (c) 2023 Sriwijaya Journal of Environment
This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.