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@article{182514,
        author = {Dr. T. Kiran Kumar and K.  Sai Deepak},
        title = {ESTIMATION OF RESILIENT MODULUS FOR STABILIZED SUBGRADE USING FLYASH},
        journal = {International Journal of Innovative Research in Technology},
        year = {2025},
        volume = {12},
        number = {2},
        pages = {2283-2286},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=182514},
        abstract = {Generally, civil Engineers are in search of new competitive materials, The fly ash is one of the waste materials of thermal power stations and it is an important industrial by-product of coke combustion, The utilization of the waste besides treating the problematic soil will also solve the dumping issue of the waste itself and will reduce the environmental hazards. In the present study, clay soil was stabilization for the construction of durable urban roads is investigated using fly ash. and are also used as various percentages to improve the strength of locally available highly compressible clay soil and to determine the soil bearing capacity with and without groundnut shell ash by plate load test. This was achieved by subjecting the soil to one dimensional consolidation. Other tests such as Atterberg’s limits, specific gravity and particle size distribution were also carried out on the soil sample. Expansive clays are one of the most widely found soil type across the globe known for their low strength behaviour. The effect of abundantly available fly ash, on the index properties namely liquid and plastic limits, and free swell of natural deposits of Indian black cotton soil. And the compaction characteristics and unconfined compressive strength of an artificially-mixed soil were examined, the addition of binder was shown to bring about a significant improvement in these soil properties. And concerted efforts have been initiated in the laboratory to understand the effect of fly ash addition on the California Bearing Ratio (CBR) values of black cotton soil both for un soaked and soaked conditions. The soil stabilization or modification of soil-fly ash mixes is of great importance and hence the compaction behaviour of soil-fly ash mixes is studied in detail from the economical side of the material},
        keywords = {Civil, fly ash, CBR},
        month = {July},
        }