ICSETT Sep 2025 Conference Proceeding

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International Conference on Science, Engineering & Technology Trends, Sep 2025

Proceeding of the Conference

Privacy Preserving Data Mining Features and Techniques Survey

Authors- Md Shabab Ahsan, Prof. Mukesh Asati, Prof. Rakesh Kumar Tiwari

Abstract- – Internet increases the flow of data on servers and this directly gives chance for data owner to analyze rules. So mining roles come into existence where information extract but this bring the chance that privacy get harmed. So most of researchers work on this to reduce or stop the privacy losses with the objective to extract information as well. This paper has summarized some of data features that help in privacy preserving. Many of researchers has proposed various approaches of privacy preserving, so detail of such is done in the paper. Some of mining approaches were also explained for increasing the understanding of work. Evaluation parameters were list in the paper that compares various privacy preserving models.

Stabilization Of Black Cotton Soils Using Cement FlyAsh And GGBS

Authors: Ritu Mewade, S.S. Kushwaha

Abstract: Soil stabilization has become an increasingly vital aspect in modern Civil Engineering. Stabilizing soils using Cement, Fly-Ash, and GGBS offers an affordable and effective solution, applicable to a variety of soil types. Black Cotton soils, known for significant volume fluctuations with changes in moisture content, expand when moisture is added and contract when dried. By incorporating these materials, the stability and engineering properties of such soils can be enhanced. This project aims to evaluate the benefits of stabilizing Black Cotton soil with Cement, Fly-Ash, and GGBS. The use of industrial by-products like Fly-Ash and GGBS not only strengthens the soil but also reduces costs. The effectiveness of these stabilizers will be assessed through Standard and Modified Proctor tests. A comparative analysis of the test results will determine the optimal quantities of these materials needed to achieve maximum soil stability.

DOI: https://doi.org/10.5281/zenodo.17304393

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