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Volume: 12 Issue 07 July 2026


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Volume - 12 Issue - 7


Volume: 12 Issue: 7 July 2026

Forensic Detection Of Toxic Chatbots, Deepfakes, And Automated Harmful Interactions: A State-of-the-Art Review

Volume: 12 Issue: 7 July 2026

INFLUENCE OF NATURAL AGGREGATES REPLACEMENT WITH RECYCLED AGGREGATE ON STRENGTH AND SULPHATE RESISTANCE OF M50 GRADE CONCRETE

Volume: 12 Issue: 7 July 2026

STRENGTHENING OF HIGH-PERFORMANCE LIGHTWEIGHT CONCRETE USING CENOSPHERE AND DOLOMITE HYBRID FILLERS

Area of research: Civil Engineering

The Construction Industry’s Rapid Expansion Is Driving An Unsustainable Increase In Global Cement Production, Currently Exceeding 1.6 Billion Tons Annually. This Demand Not Only Depletes Natural Resources But Also Results In Significant Environmental Degradation Due To The Emission Of Greenhouse Gases, Including CO2, SO2, And NOX. To Address These Concerns, This Study Explores The Utilization Of Industrial Byproducts Specifically Cenospheres And Dolomite Powder As Sustainable Additives In Concrete Manufacturing. Cenospheres, Lightweight Hollow Spheres Derived From Coal Combustion, Were Utilized To Reduce The Unit Weight Of The Concrete, While Dolomite Powder Was Introduced As A Mineral-rich Cementitious Material To Enhance Mechanical Performance. This Research Investigates The Mechanical And Physical Properties Of M-30 Grade Concrete Through A Series Of Partial Replacements. The Experimental Program Evaluates Varying Proportions Of Dolomite Powder (0, 10, 20 And 30% By Weight Of Cement) In Combination With Cenospheres (0, 2, 4, And 6% By Weight). The Study Provides A Detailed Experimental Analysis Of Compressive, Flexural, And Split Tensile Strength At 7, 14, And 28 Days Of Curing. Preliminary Results Aim To Determine The Optimal Synergy Between These Materials To Produce A Structural-grade Lightweight Concrete That Minimizes Environmental Impact Without Compromising Mechanical Integrity. This Research Contributes To The Development Of Circular-economy-based Construction Materials, Offering A Viable Pathway For Reducing The Carbon Footprint Of Structural Infrastructure.

Author: D SRI SIVA KIRAN VARMA | K URMILA DEVI
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Volume: 12 Issue: 7 July 2026

Experimental Investigation On The Strength And Engineering Characteristics Of Marine Clay Stabilized With Fly Ash And Lime

Area of research: Civil Engineering

Marine Soil Refers To The Deposits Formed Beneath The Seabed And Is Also Commonly Found Along Coastal Areas. The Engineering Behavior Of Fully Saturated Marine Soil Is Considerably Different From That Of Partially Moist Or Dry Soil. It Generally Contains A High Percentage Of Organic Matter And Exhibits Expansive Characteristics, Undergoing Swelling And Shrinkage As Its Moisture Content Changes. These Volume Variations Can Adversely Affect The Stability Of Foundations And Other Civil Engineering Structures, Resulting In Increased Construction And Maintenance Costs In Coastal Regions. To Overcome These Challenges, Ground Improvement Techniques Are Widely Adopted To Enhance The Engineering Properties Of Marine Soil So That It Satisfies Foundation And Infrastructure Requirements. Maintaining A Consistent Moisture Condition Around And Beneath Foundations Is Considered One Of The Most Effective Methods For Minimizing The Harmful Effects Associated With Expansive Soils. For The Present Investigation, Marine Clay Samples Were Collected From The Coastal Region Of UPPADA Village In Kakinada District, Andhra Pradesh. The Primary Reason For Selecting Marine Clay From This Location Is The Recent Announcement By The Government Of Andhra Pradesh Regarding The Construction Of A Fishing Harbour In The Area. Therefore, A Preliminary Investigation Has Been Carried Out To Assess The Engineering And Strength Characteristics Of The Locally Available Marine Clay. At The Same Time, The Disposal Of Industrial Waste Materials Has Become A Significant Environmental Concern. Fly Ash, A By-product Generated From Coal-fired Thermal Power Plants, Is One Such Material With Considerable Potential For Reuse. Although Fly Ash Possesses Limited Cementitious Properties On Its Own, It Reacts With Moisture To Produce Cementitious Compounds That Improve The Strength And Compressibility Behavior Of Soils. Accordingly, This Experimental Study Aims To Enhance The Properties Of Marine Clay While Promoting The Beneficial Utilization Of Industrial Waste. The Research Focuses On Evaluating The Influence Of Fly Ash And Lime On The Strength Characteristics Of Marine Clay.

Author: P.Prudhvi Teja | P.D. Sasikala
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Volume: 12 Issue: 7 July 2026

Experimental Investigation On The Synergistic Stabilization Of Expansive Soil Using Calcium Chloride And Shredded Rubber Mulch