🌟 TechFab India Shines at Indian Geotechnical Conference 2024 (IGC 2024)! 🌟 We were honored to participate in IGC 2024, held from 19th-21st December at the prestigious MIT Campus, Chhatrapati Sambhajinagar (Aurangabad)! At Stall S35, we showcased our innovative geosynthetics and geohazard mitigation solutions, highlighting our unwavering commitment to advancing geotechnical engineering. Our expert team - Mr. Saurabhh Vyas, Mr. Pramod Salvekar, Mr. Jayendra Ranadive Patil, Dr. Divyesh Rohit (PhD Civil Engineering), Mr. Rahul Kumar, and Mr. Piyush Solanki - engaged with industry leaders to discuss cutting-edge technologies solving today’s critical challenges. We also presented: 1️⃣ “Sustainable and Cost-Effective Solution for Erosion Control of Railway Embankments Using Geogrid and Geocell: A Case Study of Eastern Dedicated Freight Corridor Project” by Mr. Piyush Solanki, and 2️⃣ “The Efficacy of Geogrid Reinforcement in Flexible Pavement: A Case Study of Ballia to Rawalganj Bypass Section of NH-31, Uttar Pradesh” by Mr. Rahul Kumar. A heartfelt thank you to everyone who visited us and explored how TechFab India is driving innovation in geosynthetics & geohazard mitigation. #TechFabIndia #IGC2024 #Geosynthetics #Innovation #GeotechnicalSolutions #Sustainability #Geogrid #RockfallProtection #GeoHazardMitigation #GroundImprovement #ReinforcedSoilWall #RetainingWall #Soil #PavementStabilization
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I’m thrilled to announce that our research article titled "Large-Scale Direct Shear Testing for Assessing Interfacial Parameters of Natural and Recycled Sand with Geosynthetic Reinforcements" has been published in @ Construction and Building Materials, Elsevier (IF - 7.4). 🌍 In response to the growing scarcity of natural sand (NS) due to urbanisation, our study explores the use of recycled sand (RS) as a sustainable alternative in transportation geotechnical applications. Large-Scale Direct Shear Testing (LSDST) apparatus was designed and fabricated with dimensions of 500 mm x 500 mm x 300 mm at the Civil Engineering Department Mahindra University, Mahindra University, to rigorously test the interfacial parameters between RS, NS, and various geosynthetic reinforcements. 💡 The results from our testing reveal that RS exhibits comparable shear strength to natural sand, making it a viable and environmentally-friendly option for future construction endeavours. A very special thanks to my supervisor, Dr. Hariprasad Chennarapu, Associate Professor. Co-Authors: Mahopatra Prabodh Kumar, Dr. Sidhu Ramulu Duddu, Ameya Mutha, and Hariprasad Chennarapu 📖 Read the full article here: https://lnkd.in/gEMdVKFq 🔗 Doi: https://lnkd.in/gKHkwyB8 #Sustainability #Construction #Engineering #Innovation #Research #Geotechnical #geogrids #pavements
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🚨New Paper🚨 w/ Katerina Ziotopoulou, and Bruce Kutter on “Insights from the Numerical Analysis of Axially Loaded Piles in Liquefiable Soils” and its consequences on geotechnical design. 👉https://lnkd.in/dRtvbQ3y 👈. This paper compares the results of the TzQzLiq analysis (accounting for ue generation and dissipation and its effect on pile’s shaft and tip resistance) validated with the hypergravity model tests with the results from the conventional neutral plane method also referred as TzQz analysis (ignoring the effect of ue on pile capacity). Major outcomes include 1) TzQzLiq analysis accurately models the response of axially loaded piles in liquefiable soils accounting for all the key mechanisms observed during a shaking event. 2) Most of the pile settlement is co-seismic due to the loss of shaft friction and tip capacity from the increased excess pore pressure in the soil surrounding the pile. 3) While soil settlement from reconsolidation develops large drag loads, the resultant downdrag settlement is minimal, typically less than 2% of the pile diameter. 4) While the neutral plane method (which ignores the effect of excess pore pressures) predicts a downdrag settlement comparable to that of the TzQzLiq analysis, it overpredicts drag load and cannot predict co-seismic settlement. 5) A displacement-based approach using TzQzLiq analysis evaluating the performance of the pile (i.e., the pile settlement and the maximum load) should be used for designing piles. NHERI DesignSafe Geotechnical Engineering Group at IIT Delhi Civil Engg Deptt IIT Delhi Indian Institute of Technology, Delhi #Liquefaction #Centrifuge #Piles #Design #Caltrans #civilengineering #geotechnicalengineering #geotechnics #Downdrag
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" NBM&CW delves into the intricate details surrounding the Silkyara tunnel collapse, seeking to unravel the causes that led to its structural failure. Through an in-depth analysis of preliminary reports, geological assessments, expert opinions, and official responses, the report aims to shed light on the factors contributing to the collapse and, more importantly, and to propose recommendations for enhanced safety measures in future tunnel construction projects." Tag -:- Border Roads Organisation, Ministry of Defence, Government of India Ministry of Road Transport & Highways - India National Highways Authority of India Subtag -:- Shriman Nitin Gadkari Apart from the engineering geology aspects it's seems a case of non competent execution agency and the design plus testing agencies. #NHIDCL 🤺 https://lnkd.in/gtysH328
Silkyara Tunnel Structural Collapse: Unraveling Causes & Ensuring Safety
nbmcw.com
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Performance of Structurally Deficient Blended RC Beams with Fly Ash 🧱⚙️ 📚 Aliker Elizah, Utkrista Pokharel, and P Poluraju have explored the flexural behavior of structurally deficient Reinforced Concrete (RC) beams using fly ash as a partial cement replacement. This research provides crucial insights into improving the durability and strength of RC beams, especially those weakened due to old age or material deterioration. 🔧🌍 🔬 Key Findings: - Structural Deficiencies & Fly Ash: The study focused on RC beams with different steel reinforcement percentages (100%, 70%, and 50%) and varying fly ash content (0%, 20%, and 30%). The research revealed that **incorporating fly ash** significantly enhances the flexural performance of structurally deficient beams. 🏗️💪 - Improved Flexural Performance: Beams with 20% fly ash showed the best performance, demonstrating better crack resistance and higher load-bearing capacities. 💡💥 - Crack Resistance & Load-Bearing: By adding fly ash, even beams with reduced steel reinforcement showed improved performance, mitigating some negative effects of structural deficiencies. 📊⚙️ - Sustainability in Construction: This research emphasizes the potential benefits of using sustainable materials like fly ash to strengthen RC beams, offering a practical approach to enhancing infrastructure durability. 🌱🔨 🔗 Read the full article to learn more about optimizing RC beam designs for improved performance and sustainability: https://lnkd.in/dUsgiTuk 🌟 Stay informed about innovative construction methods and engineering solutions! Follow our page for updates on the latest research. 🔗 KL University #RCBeams #FlyAsh #SustainableConstruction #StructuralEngineering #RESMJournal #EngineeringInnovation
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Maximizing Integrity: The Significance of Soil Testing in Construction 🏗️ In the dynamic landscape of construction, the foundation of every project hinges upon the integrity of the soil 🔍 Importance of Soil Testing: Soil testing is more than just evaluating the surface; it's about minimizing risks and guaranteeing structural integrity. If thorough testing isn't done, the consequences could be dire: 🚧 Heightened susceptibility to foundation failures and settlements. 💧 Increased risk of soil liquefaction during seismic events. 💰 Escalating expenses due to unforeseen soil-related issues. 💼 Our Expertise: Research-Backed Solutions: At VGeotech Experts Pvt. Ltd, we're not just service providers; we're trailblazers committed to excellence. With a proficient team of geotechnical engineers and researchers, we delve into the intricacies of soil mechanics to formulate customized solutions. Our services extend across the India, ensuring that wherever your project is, soil integrity is assured Contact VGeotech Experts Pvt. Ltd today for unparalleled expertise in soil testing. 🔗 www.vgeotechexperts.com 📞 +91 9503819032, 8669139538, 7420993590 📧 Contact@Vgeotechexperts.com #soiltesting #construction #integrity #engineering #geotechnicalengineering #researchers #nationwidecoverage #buildingresilience #sustainableconstruction #environmentalpreservation #infrastructure #development
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Ensuring Quality: Why Soil Permeability Testing is Important 🏗️ Every project depends upon a foundation of quality. At VGeotech Experts Pvt. Ltd , we realize how important soil permeability testing. 🔍 Importance of Soil Permeability Testing: Soil permeability testing extends beyond surface observation to protect against potential hazards and ensure structural integrity. Without rigorous examination, the implications can be severe: ◾ Foundation Failure. ◾ Water Accumulation and Drainage Issues. ◾ Increased Risk of Flooding. ◾ Soil Erosion and Land Stability. ◾ Compromised Structural Integrity. At VGeotech Experts Pvt. Ltd , we're not just a service provider; we're innovators committed to excellence. With a team of geotechnical experts and researchers ▪ Innovation in geotechnical solutions In-depth research on soil permeability ▪ Tailored, project-specific approaches ▪ PAN India service delivery ▪ Assurance of quality and reliability Let's collaborate to build a future where quality is the cornerstone of every construction endeavor. 🔗 www.vgeotechexperts.com 📞 +91 9503819032, 8669139538, 7420993590 📧 Contact@Vgeotechexperts.com #soil #permeability #testing #construction #quality #engineering #excellence #geotechnical #engineering #research #driven #panindia #Services #Infrastructure #development
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Happy to share this recently published article in the International Journal of Geomechanics in Civil Engineering, ASCE. In this study, the behavior of embankment models constructed on geopolymer-stabilized soil columns (GPSCs) under cyclic and static loading conditions similar to transportation routes was analyzed. #ASCE #International_Journal_of_Geomechanics
Behavior of an Embankment on Soft Ground Improved with Soil–Geopolymer Deep Mix Columns under Static and Cyclic Loadings | International Journal of Geomechanics | Vol 25, No 2
ascelibrary.org
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Our research article, "Application of Ecofriendly Geopolymer Binder to Enhance the Strength and Swelling Properties of Expansive Soils," has been published in the Advances in Civil Engineering Journal. Interested readers can find it in the given link: https://lnkd.in/gzkrmy-3
Application of Ecofriendly Geopolymer Binder to Enhance the Strength and Swelling Properties of Expansive Soils
onlinelibrary.wiley.com
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🌍 New Horizons in Earthquake-Resilient Construction with Sustainable Concrete! 🏗️🧱 📄 Just Published: *"Building Earthquake Resilience with Clay Shale: Pioneering Sustainable Concrete Solutions with Eco-Friendly Materials"* by Ayoub S., Achraf Mabrouk, OUADIF LATIFA, Driss El Hachmi Mohammed Chrachmy, and Khadija Benhaddou 🌱💡 In a world increasingly vulnerable to seismic risks, this study explores a innovative approach: incorporating "locally sourced clay shale" into concrete to enhance both structural resilience and sustainability. By substituting part of traditional materials with clay shale, the authors present an effective solution for earthquake-prone regions. 🔍 Key Insights: - High Compressive Strength: Concrete formulated with clay shale reached 12 MPa in just 7 days and achieved 16 MPa after 28 days, meeting B25 standards. These results indicate significant strength gains crucial for safe, durable structures. 💪🏢 - Improved Seismic Resilience: Through cyclic loading at 1 Hz, clay shale-based concrete displayed a 9% increase in compressive strength and impressive ductility—qualities that enhance building performance during earthquakes. 🌍🌉 - Eco-Friendly Advantage: By reducing material transport needs, clay shale concrete lowered the carbon footprint by approximately 12%, making it a sustainable alternative for resilient construction. 🌱♻️ 🧱 Future Potential: The study recommends additional research to confirm clay shale concrete’s long-term durability and field performance, setting the foundation for safer, greener construction in seismic regions. 🔗 Read more to discover how innovative materials can drive resilience and sustainability in construction: https://lnkd.in/dtUv-5pJ 🌟 Follow our page for more major studies that shape the future of sustainable engineering! Mohammed V University in Rabat Mohammed V University Université Hassan 1er Université Hassan 1er Université Moulay Ismail Meknès #SustainableConstruction #EarthquakeResilience #ClayShaleConcrete #EcoFriendlyMaterials #StructuralStrength #RESMJournal #GreenBuilding
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🌍 Excited to share my recent research presentation at the International Conference on Materials, Structures and Environment (ICMSE 2024), organized by NSS College of Engineering, Palakkad in association with ISTE Palakkad Chapter and IE(I) Civil Students Chapter 🎉 In this study, I explored the impact of seismic forces on structures with post-tensioned slabs, particularly in challenging sloping terrains. The optimum tendon layout of post-tensioned (PT) slabs was determined, and the seismic performance of a building with a post-tensioned slab was compared to that of a conventional two-way slab on sloping ground using ETABS. The findings highlight innovative approaches to enhance structural resilience in earthquake-prone areas. A big thank you to everyone who attended and engaged in insightful discussions! Let's continue to push the boundaries of engineering for safer, more resilient structures. 💪✨ #ICMSE2024 #NSSCollegeofEngineering #SeismicEngineering #StructuralResilience #PostTensionedSlabs #Research #Innovationinconstruction
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