Model Test of Bearing Capacity of WasteTire Assembly Foundation on Soft Soil Layer
How to Cite?
Meti, Tri Harianto, Abdul Rachman Djamaluddin, Achmad Bakri Muhiddin, "Model Test of Bearing Capacity of WasteTire Assembly Foundation on Soft Soil Layer," International Journal of Engineering Trends and Technology, vol. 69, no. 7, pp. 263-269, 2021. Crossref, https://doi.org/10.14445/22315381/IJETT-V69I7P233
In the planning of the foundation on the building, the selection of the model of the foundation is determined based on the function of the building.The purpose of this study was to analyze the behavior of waste tirse by filling granular material (coarse aggregate), as a concept capable of reducing foundation settlement on soft soil. Planning of three foundation models, Three gradations of coarse aggregate in the CBR (unsoaked) tests, and the highest CBR (unsoaked) value is used as the gradation of the waste tire filling for the foundation model test. Next test the ASTM D- 2166 based compressive foundation model. Each foundation model applied to the soft soil layer, The results showed that in the model 1 soil without foundation there was a settlement by 100 mm with a maximum load of 26,55 kN, the model 2 vertically arranged tire foundation, there was a settlement by 10 mm with a maximum load of 45 kN, the model 3 horizontally arranged tire foundation, there was a settlement by 14 mm with a maximum load of 32, 43 kN.
California Bearing Capacity (CBR), Coarse aggregate, Compressive Strength, Soft soil, Waste tire foundation.
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