Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Analysis of Strength Properties of Lime Stabilized Black Cotton Soil with Phosphogypsum
https://orcid.org/http://orcid.org/0000-0002-5033-1735
https://orcid.org/http://orcid.org/0000-0003-2450-7386
Expansive soils are those soils which pose a very serious problem when they are subjected to moisture variation. Phosphogypsum is one of the industrial waste by-products that can be utilized for the purpose of soil stabilization. In this study, the strength of lime stabilized soil added with phosphogypsum for immediate 7 and 14 days of curing periods is compared with the strength of phosphogypsum amended black cotton soil for immediate 7 and 14 days of curing. From unconfined compressive strength test, it was found that 6% of phosphogypsum is the optimum content, that imparts the maximum strength to the soil that when it is used alone. The combination of 3% of lime and 6% of phosphogypsum gives the maximum strength, and the strength obtained is relatively higher than the strength of the black cotton soil stabilized with phosphogypsum alone.
Analysis of Strength Properties of Lime Stabilized Black Cotton Soil with Phosphogypsum
https://orcid.org/http://orcid.org/0000-0002-5033-1735
https://orcid.org/http://orcid.org/0000-0003-2450-7386
Expansive soils are those soils which pose a very serious problem when they are subjected to moisture variation. Phosphogypsum is one of the industrial waste by-products that can be utilized for the purpose of soil stabilization. In this study, the strength of lime stabilized soil added with phosphogypsum for immediate 7 and 14 days of curing periods is compared with the strength of phosphogypsum amended black cotton soil for immediate 7 and 14 days of curing. From unconfined compressive strength test, it was found that 6% of phosphogypsum is the optimum content, that imparts the maximum strength to the soil that when it is used alone. The combination of 3% of lime and 6% of phosphogypsum gives the maximum strength, and the strength obtained is relatively higher than the strength of the black cotton soil stabilized with phosphogypsum alone.
Analysis of Strength Properties of Lime Stabilized Black Cotton Soil with Phosphogypsum
https://orcid.org/http://orcid.org/0000-0002-5033-1735
https://orcid.org/http://orcid.org/0000-0003-2450-7386
Expansive soils are those soils which pose a very serious problem when they are subjected to moisture variation. Phosphogypsum is one of the industrial waste by-products that can be utilized for the purpose of soil stabilization. In this study, the strength of lime stabilized soil added with phosphogypsum for immediate 7 and 14 days of curing periods is compared with the strength of phosphogypsum amended black cotton soil for immediate 7 and 14 days of curing. From unconfined compressive strength test, it was found that 6% of phosphogypsum is the optimum content, that imparts the maximum strength to the soil that when it is used alone. The combination of 3% of lime and 6% of phosphogypsum gives the maximum strength, and the strength obtained is relatively higher than the strength of the black cotton soil stabilized with phosphogypsum alone.
Analysis of Strength Properties of Lime Stabilized Black Cotton Soil with Phosphogypsum
Lecture Notes in Civil Engineering
Patel, Satyajit (Herausgeber:in) / Solanki, C. H. (Herausgeber:in) / Reddy, Krishna R. (Herausgeber:in) / Shukla, Sanjay Kumar (Herausgeber:in) / Anusha, H. M. (Autor:in) / Bariker, Pankaj (Autor:in) / Viswanath, B. (Autor:in)
25.04.2021
9 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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