Ripon Hore, Ph.D.’s Post

🎉 I'm thrilled to announce that my latest research article, "Behavior of a Foundation Built on Geogrid-Reinforced Sand in the Presence of Twin Subsurface Voids," has been published! 🚧 This study delves into the critical role geogrid reinforcement plays in enhancing foundation stability, especially in the presence of complex subsurface conditions. I believe this research will contribute valuable insights to geotechnical engineering and foundation design. Many thanks to everyone who supported and encouraged me throughout this journey (Amir Zad, pantea pezeshkian)! 📚 Check out the full article here: https://lnkd.in/dK6jmeSD. #geotechnicalengineering #research #foundationdesign #geosynthetics #engineeringinnovation

Thanks to Fabricated Geomembrane Institute for the webinar. At the lunch time. "The Geosynthetics Discipline and Its Interaction with Geotechnical Engineering". 👷🛣️ 🌁 #geosinteticos #geotecnia #controldeerosion

#CallforReading Special Issue "Geomechanics and Geotechnical Engineering Problems in the Design and Construction of Underground Buildings", edited by Dr. Shaobo Chai , Dr. Yongqiang Zhou, Dr. Erdi Abi and Dr. Longlong Lv, from Chang'an University, Chinese Academy of Sciences, Chongqing Jiaotong University and Ningxia University 💡 Keywords: underground buildings engineering; #rockandsoilmechanics; #geotechnicalengineering; seismic resistance of underground structure; #mechanicalproperty; regional geological environment; seismic response; engineering disturbance; constitutive model We are grateful for the editors' efforts during this period. If you have any related research, please feel free to read. 👉 Details here: https://lnkd.in/gUQ-Vmsy ============================================== 📢 Call for Papers: Geomechanics and Geotechnical Engineering Problems in the Design and Construction of Underground Buildings—2nd Edition The 2nd Edition of the Special Issue is now online. If you are interested or have any questions, please comment below or email our editor Mr. Sebastian Ma at <sebastian.ma@mdpi.com>. 🔗 More details can be found at: https://lnkd.in/g_9qD7Y2

Our laboratory specializing in Earth's crust movement offers innovative solutions for a wide range of surveying projects and consultancies. Utilizing the latest technologies, we ensure high accuracy and efficiency in all our work. Whether you need land surveying, engineering geological studies, or infrastructure projects, our expert team is ready to meet your needs. #land_survey #infrastructure_projects #engineering_geology #technical_consultancy #high_accuracy #efficiency #National_Research_Institute_of_Astronomy_and_Geophysics #Egypt

One of the critical points highlighted was the importance of #monitoring #vibration levels to protect adjacent #structures in #dynamic #compaction. By carefully calculating the impact of drop weight, lifting heights, and pounder dimensions, we can ensure #vibration thresholds remain within #safe limits. Thanks to Dr Babak Hamidi and #AustralianGeomechanics for an enlightening and informative session! #GroundImprovement #DynamicCompaction #EngineeringExcellence Hamidi, Babak, Hamid Nikraz, and Serge Varaksin. "Dynamic compaction vibration monitoring in a saturated site." In Proceedings of the International Conference on Advances in Geotechnical Engineering, pp. 267-272. Australian Geomechanics Society, 2011.

Latest Issue of Indian Geotechnical Journal is published and is available online. An interesting issue focused on Geotechnical advances showcased in the form of Original Articles, Review Articles, State of Art papers, Technical Paper and also Case Study. Subscribe to our TOC alert for regular issue updates. Deepankar Choudhury Anil Joseph Dr A P Singh #Geotechnical #Engineering #EarthSciences #journalpublications

From the Blue Ridge Mountains to the Coastal Plain, North Carolina’s complex geology makes construction interesting—and challenging! In honor of Earth Sciences Week, Summit’s geotechnical engineering team has put together our newest blog, where you can discover more about how the state’s complex geologic past influences everything from its soil to its bedrock. Check out the link in the comments below to take a look!

On the road to Lisbon! #ECSMGE2024 Stopover #3/8: constitutive models for soils... and more CESAR is equipped with a large library of constitutive models for the modelling of soils and rocks in various conditions. Developed or integrated by Université Gustave Eiffel, these constitutive models are fitted for standard geotechnical projects or more advanced ones. User of CESAR also benefits of pertinent laws for the proper modelling of other civil materials (concrete, masonry...). ...and more: user can build his own constitutive models thanks to an integrated toolbox. #ecsmge2024 #geotechnics #feaforgeotechnics #soilmechanics SPG Sociedade Portuguesa de Geotecnia International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE)

📢 3rd paper published in the Special Issue "Effects of Temperature on Geotechnical Engineering" 🔗 https://lnkd.in/gDgChw77 📚 An Experimental Study on the Physical and Mechanical Properties of Granite after High-Temperature Treatment Considering Anisotropy 🔗 https://lnkd.in/g4hXE-EZ 👨🔬 Yan Qin et al. 🏫 China University of Geosciences (Beijing) #Experimental #Study #Physical #Mechanical #Properties #Granite #High #Temperature #Treatment #Considering #Anisotropy

I am pleased to announce that our paper, "Mobilized Shear Strength of Overconsolidated Seattle Clays" has been published in the Journal of Geotechnical and Geoenvironmental Engineering by the ASCE. This technical paper makes significant contributions to the practice of geotechnical engineering in the Seattle area, specifically providing guidance on operational drained shear strengths. We attempted to link geological history with at rest earth pressure then to shear strength and finally slope stability analyses of Seattle clays and other similar overconsolidated clays. You can download it using: https://lnkd.in/gXrcrxKJ Abstract: The drained shear strength of overconsolidated glaciolacustrine clays in the Seattle area can range from the overconsolidated peak to residual strength depending on its geologic history, depth, softening, prior shear displacements, size of excavation, and application, e.g., long-term cut slope versus short-term braced excavation. An inverse analysis of slope failures shows the mobilized shear strength for cut slopes in the overconsolidated and sparsely jointed Qvgl glaciolacustrine clay ranges from the fully softened strength to in between fully softened and residual strength depending on the level of jointing, prior shear displacements, assumed piezometric levels, and Atterberg limits used in the analysis. Conversely, an inverse analysis of a 2011 slope failure in the frequently jointed and random slickensided overconsolidated Qpgl glaciolacustrine clay shows the mobilized shear strength for this deposit near residual to in between residual and fully softened strengths because of repeated glaciation cycles, softening, and local shear displacements due to glacial bulldozing, solifluction, and high lateral stresses.