Efektifitas Penambahan Semen Pada Stabilitas Tanah Lokal Samarinda

Syahrul Syahrul

Abstract


Soil stability is the mixing of soil with certain materials, in order to improve the mechanical properties of the soil in order to meet technical requirements, cement stability aims to reduce shrinkage properties and high soil plasticity so as to increase the bearing capacity of the soil. The laboratory test parameters include testing the physical properties of the soil and the mechanical properties of the soil using type I cement with variations in the cement content of 0%, 5%, 10% and 15%. The study was conducted to determine the effectiveness of the percentage addition of cement, laboratory tests stated the effectiveness of stabilizing the addition of cement was 10% with the results of the free compression test of 5.446 kg/cm2 on the unconditioned sample, and 4.76 kg/cm2 of the conditioned for 3 days, the test results CBR was 145.38% without conditioned, and conditioned for 3 days was 141.96%.


Keywords


Stability; Cement; Soil; Effectiveness

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References


Afrakoti, M. T. P., Choobbasti, A. J., Ghadakpour, M., & Kutanaei, S. S. (2020). Investigation of the effect of the coal wastes on the mechanical properties of the cement-treated sandy soil. Construction and Building, 239, 117848, https://doi.org/10.1016/j.conbuildmat.2019.117848.

Amena, S., & Kabeta. W. K. (2022). Mechanical behavior of plastic strips-reinforced expansive soil stabilized with waste marble dust. Hindawi, Advances in Civil Engineering, 1-8, https://doi.org/10.1155/2022/9807449

Arthur, E., Rehman, H. U., Tuller, M., Pouladi, N., Norgaard, T., Moldrup, P., & Jonge, L. W. D. (2021). Estimating atterberg limits of soil from hygroscopic water content. Geoderma, 381, 114698, https://doi.org/10.1016/j.geoderma.2020.114698.

Barman, D., & Dash, S. K. (2022). Stablization of expansive soils using chemical additives: a review. Journal of Rock Mechanics and Geothenical Engineering, 1-24, https://doi.org/10.1016/j.jrmge.2022.02.011.

Bharath, A., Manjunatha, M., Tangadagi, R. B., Reshma, T. V., & Preethi, S. (2021). Influence adn correlation of maximun dry density on soaked & unsoaked CBR of soil. Material Today: Proceedings, https://doi.org/10.1016/j.matpr.2022.04.232.

BPS. (2022). Kota Samarinda dalam angka. ISSN: 0215-2398, No. Publikasi: 64720.2101, CV. Mahenda Mulya.

Chegenizadeh, A., Kanagaratnam, A., Nikraz, H., & Keramatikerman, M. (2021). Sodium chloride impact on cemented clay. Results in Engineering, 11, 100256, https://doi.org/10.1016/j.rineng.2021.100256.

Duque, J., Fuentes, W., Rey, S., & Molina, E. (2020). Effect of grain size distribution on california bearing ratio (cbr) and modified proctor parameters for ganural materials. Arabian Journal for Science and Engineering, https://doi.org/10.1007/s13369-020-04673-6.

Fan, J., Wan, D., & Qian, D. (2018). Soil-cement mixture properties and design considerations for reinforeced. Journal of Rock Mechanics and Geotechnical Engineering, 10, 791-797, https://doi.org/10.1016/j.jrmge.2018.03.004.

Hu, W., Polaczyk, P., Gong, H., Ma, Y., & Huang, B. (2022). Visualization and quatification od soil laboratory impact compaction. Journal of Rock Mechanics and Geotechnical Engineering, 14, 616-624, https://doi.org/10.1016/j.jrmge.2021.07.001.

Kardani, N., Zhou, A., Shen, S. L., & Nazem, M. (2021). Estimating unconfined compressive strength of unsaturated cemented soils using alternative evolutionary approaches. Transportation Geotechnics, 29, 100591, https://doi.org/10.1016/j.trgeo.2021.100591.

Lakshmi, S. M., Gani, M. A., Kamalesh, V., Mahalakshmi, V., & Padmesh, P. M. (2020). Correlating unsoaked cbr with ucc strength for sc and sp soil. Materials Today: Proceedings, htpps://doi.org/10.1016/j.matpr.2020.09.028.

Mahamat, A. A., Dayyabu, A., Sanusi, A., Ado, M., Obianyo, I. I., Stanislas, T. T., & Bih, N. L. (2022). Dimensionnal stability and strength appraisal of termite hill soil stabilisation using hybrid bio-waste and cement for eco-friendly housing. Helliyon, 8, e09406, https://doi.org/10.1016/j.heliyon.2022.e09406.

Pavlu, L., Kodesova, R., Vasat, R., Fer, M., Klement, A., Nikodem, A., & Kapicka, A. (2022). Estimation of the stability of topsoil aggregates in areas affected by water erosion using selected soil and terrain properties. Soil & Tillage Research, 219, 105348, https://doi.org/10.1016/j.still.2022.105348.

Reiterman, P., Mondschein, P., Dousova, B., & Davidova, V. (2022). Utilization of concrete slurry waste for soil stabilization. Case Studies in Construction Materials, 16, e00900, https://doi.org/10.1016/j.cscm.2022. e00900.

Rimal, S., Poudel, R. K., & Gautam, D. (2019). Experimental study on properties of natural soils treated with cement kiln dust. Case Studies in Construction Materials, 10, e00223, https://doi.org/10.1016/j.cscm.2019.e00223.

Shibi, T., & Ohtsuka, Y. (2021). Influence of applying overburden stress during curing on the unconfined compressive strength of cement-stabilized clay. Soil and Foundations, 61, 1123-1131, https://doi.org/10.1016/j.sandf.2021.03.007.

Tyagi, A., Xiao, H. W., Chin, K. G., & Lee, F. H. (2019). Model for predicting the unit weight of cement-treated soil. Soil and Foundations, 59, 1921-1932, https://doi.org/10.1016/j.sandf.2019.09.002.

Xiong, F., Xing, H., & Li, H. (2019). Eksperimental study on the effects of multiple corrosive ion coexistence on soil-cement characteristics. Soil and Foundations, 59, 398-406, https://doi.org/10.1016/j.sandf.2018.12.001.

Yao, K., Pan, Y., Jia, L., Yi, J. T., Hu, J., & Wu, C. (2019). Strength evaluation of marine clay stabilized by cementitious binder. Marine Georesources & Geotechnology, https://doi.org/10.1080/1064119X.2019.1615583.

Ying, Z., Cui, Y. J., Benahmed, N., & Duc, M. (2021). Salinity effect on the compacting behavior, matric suction, stiffness and microstructure of a silty soil. Journal of Rock Mechanics and Geotechnical Engineering, 13, 855-863, https://doi.org/10.1016/j.jrmge.2021.01.002.




DOI: https://doi.org/10.35334/be.v1i1.2659

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