Review Paper On Design Of Flexible Pavement By Stabilization Of Soil Using Lime And Flyash.

Registration ID: IJNRD_192030

Published ID: IJNRD2304459

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Omkar Dhamke , Sambhaji Megha , Sonam Jadhav , Mansi Warghade , Samriddhi Shelavale

Lime, Flyash, Pavement, Clayey Soil, Bearing Capacity, Soil Stabilization.

Today, poor soil properties are a big issue in engineering projects. Changing the qualities of the bad soil may be the initial step in the construction process. Low soil subgrade pavement structures show early distress, which causes the pavement to break quickly. It is common for clayey soil to have the potential to have unfavorable engineering features like limited bearing capacity, substantial shrinkage and swell characteristics, and high moisture susceptibility. Stabilizing these soils is a typical practice to improve their tensile strength. A method called soil stabilization is adding a binder to the soil in order to improve the engineering performance of the soil. This study describes the local strengthening of the cohesive soil due to the addition of both lime and fly ash.

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Omkar Dhamke, Sambhaji Megha, Sonam Jadhav, Mansi Warghade, & Samriddhi Shelavale (April-2023). Review Paper On Design Of Flexible Pavement By Stabilization Of Soil Using Lime And Flyash.. INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT, 8(4), e430-e432. https://ijnrd.org/papers/IJNRD2304459.pdf

Volume 8 Issue 4, April-2023

Pages : e430-e432

Paper Reg. ID: IJNRD_192030

Published Paper Id: IJNRD2304459

Downloads: 000121987

Research Area: Civil Engineering 

Country: Shahapur/Thane, Maharashtra, India

Published Paper PDF: https://ijnrd.org/papers/IJNRD2304459.pdf

Published Paper URL: https://ijnrd.org/viewpaperforall?paper=IJNRD2304459

Journal Name: INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT(IJNRD)

ISSN: 2456-4184 | IMPACT FACTOR: 8.76 Calculated By Google Scholar | ESTD YEAR: 2016

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