International Journal For Multidisciplinary Research

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Investigation of Soil Sample Using Triaxial Test and Detailed CBR Test

Author(s) MOHD AMAN, FAIZ ALAM, TASKEEN AHMAD
Country India
Abstract California Bearing Ratio (CBR) value of subgrade is utilized in accordance with IRC recommendation.in order to create flexible pavements. A crucial soil parameter for the design of flexible pavements and runways at airports is the California Bearing Ratio (CBR) value. It might also utilize to calculate the soil's subgrade reaction via correlation. It is among the most significant engineering characteristics of soil for designing road subgrade. CBR value is depend upon optimal dry density (MDD), maximum moisture content (MC), and other variables liquid limit (LL), plastic limit (PL), plasticity index (PI), moisture content (OMC), and type of soil, soil permeability, etc. Additionally, the soil's condition—whether it's damp or not—affects the value. The method of determining CBR is quite drawn-out and time-consuming. This study aims to link the soaked or unsoaked CBR value with the MDD, OMC, LL, PL, PI along with triaxial of various soil samples collected from Qila Road in Aligarh, Uttar Pradesh, India.
Keywords CBR, soil investigations, soaked, unsoaked, triaxial analysis
Field Engineering
Published In Volume 5, Issue 4, July-August 2023
Published On 2023-08-21
Cite This Investigation of Soil Sample Using Triaxial Test and Detailed CBR Test - MOHD AMAN, FAIZ ALAM, TASKEEN AHMAD - IJFMR Volume 5, Issue 4, July-August 2023. DOI 10.36948/ijfmr.2023.v05i04.5600
DOI https://doi.org/10.36948/ijfmr.2023.v05i04.5600
Short DOI https://doi.org/gsm4xv
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