Terrafix® Geosynthetics Inc.’s Post

Proper stabilization can extend the life of your pavement if you have bad or unsuitable soils. Geogrid can be a good option to help create a solid subgrade to pour or pave on. #stabilization #dirtworld #coloradoconstruction

Ultimate Load Capacity of Bored Pile based on Standard Penetration Test values for Cohesionless Soil This Lecture 97 in series of my YouTube Channel “Geotechnical Engineering Consultancy Tips” discusses and explains about the two formulas suggested by Meyerhof for calculating Ultimate Load Capacity and further Safe Capacity of Pile by applying a factor of safety on Ultimate Load Capacity of Bored Pile based on Standard Penetration Test (SPT) values for saturated cohesionless Soils and non-plastic silt or very fine sandy soils with a pictorial representation on how to use SPT values for such calculations as per Indian Standard Code IS 2911 (Part 1/Sec 2) : 2010 on Design and Construction of Pile Foundations — Code of Practice Part 1 Concrete Piles Section 2 Bored Cast In-situ Concrete Piles (Second Revision) #geotechnicalengineeringconsultancytips #anuragkapoor #geotechnicalengineering #geotechnicalengineeringlecture #IS2911(Part1/Sec2):2010 #pilecapacity #civilengineering #pilefoundatiodesign #ultimateloadcapacityofboredpile #safecapacityofpile #pilecapacitycalculationusingSPTvalue #ultimatecapacityofpile #capacityofboredpileonStandardPenetrationTestvalues https://lnkd.in/ddqS773r

Ultimate Load Capacity of Bored Pile based on Standard Penetration Test values for Cohesionless Soil This Lecture 97 in series of my YouTube Channel “Geotechnical Engineering Consultancy Tips” discusses and explains about the two formulas suggested by Meyerhof for calculating Ultimate Load Capacity and further Safe Capacity of Pile by applying a factor of safety on Ultimate Load Capacity of Bored Pile based on Standard Penetration Test (SPT) values for saturated cohesionless Soils and non-plastic silt or very fine sandy soils with a pictorial representation on how to use SPT values for such calculations as per Indian Standard Code IS 2911 (Part 1/Sec 2) : 2010 on Design and Construction of Pile Foundations — Code of Practice Part 1 Concrete Piles Section 2 Bored Cast In-situ Concrete Piles (Second Revision) #geotechnicalengineeringconsultancytips #anuragkapoor #geotechnicalengineering #geotechnicalengineeringlecture #IS2911(Part1/Sec2):2010 #pilecapacity #civilengineering #pilefoundatiodesign #ultimateloadcapacityofboredpile #safecapacityofpile #pilecapacitycalculationusingSPTvalue #ultimatecapacityofpile #capacityofboredpileonStandardPenetrationTestvalues https://lnkd.in/ddqS773r

Ultimate Load Capacity of Bored Pile based on Standard Penetration Test values for Cohesionless Soil This Lecture 97 in series of my YouTube Channel “Geotechnical Engineering Consultancy Tips” discusses and explains about the two formulas suggested by Meyerhof for calculating Ultimate Load Capacity and further Safe Capacity of Pile by applying a factor of safety on Ultimate Load Capacity of Bored Pile based on Standard Penetration Test (SPT) values for saturated cohesionless Soils and non-plastic silt or very fine sandy soils with a pictorial representation on how to use SPT values for such calculations as per Indian Standard Code IS 2911 (Part 1/Sec 2) : 2010 on Design and Construction of Pile Foundations — Code of Practice Part 1 Concrete Piles Section 2 Bored Cast In-situ Concrete Piles (Second Revision) #geotechnicalengineeringconsultancytips #anuragkapoor #geotechnicalengineering #geotechnicalengineeringlecture #IS2911(Part1/Sec2):2010 #pilecapacity #civilengineering #pilefoundatiodesign #ultimateloadcapacityofboredpile #safecapacityofpile #pilecapacitycalculationusingSPTvalue #ultimatecapacityofpile #capacityofboredpileonStandardPenetrationTestvalues https://lnkd.in/ddqS773r

Ultimate Load Capacity of Bored Pile based on Standard Penetration Test values for Cohesionless Soil This Lecture 97 in series of my YouTube Channel “Geotechnical Engineering Consultancy Tips” discusses and explains about the two formulas suggested by Meyerhof for calculating Ultimate Load Capacity and further Safe Capacity of Pile by applying a factor of safety on Ultimate Load Capacity of Bored Pile based on Standard Penetration Test (SPT) values for saturated cohesionless Soils and non-plastic silt or very fine sandy soils with a pictorial representation on how to use SPT values for such calculations as per Indian Standard Code IS 2911 (Part 1/Sec 2) : 2010 on Design and Construction of Pile Foundations — Code of Practice Part 1 Concrete Piles Section 2 Bored Cast In-situ Concrete Piles (Second Revision) #geotechnicalengineeringconsultancytips #anuragkapoor #geotechnicalengineering #geotechnicalengineeringlecture #IS2911(Part1/Sec2):2010 #pilecapacity #civilengineering #pilefoundatiodesign #ultimateloadcapacityofboredpile #safecapacityofpile #pilecapacitycalculationusingSPTvalue #ultimatecapacityofpile #capacityofboredpileonStandardPenetrationTestvalues https://lnkd.in/ddqS773r

What is a piezometer? Piezometer is the geotechnical sensors that are used to measure pore water pressure (piezometric level) in the ground. It is designed to measure pore water pressure in the soil, earth/rock fills, foundations and concrete structures. https://lnkd.in/eJXU3z28

Geocells, also known as cellular confinement systems, are three-dimensional, honeycomb-like structures made of high-density polyethylene (HDPE). They are used in construction to stabilize soils and improve load-bearing capacities. **Applications:** 1. Slope Protection: Geocells prevent soil erosion and landslides by stabilizing slopes. 2. Road Construction: They reinforce subgrades and improve the load distribution of road pavements. 3. Retaining Walls: Geocells are used to construct retaining walls that can support heavy loads and prevent soil erosion. 4. Channel Protection: They protect riverbanks and channels from erosion and scour. **Benefits:** 1. Increased Stability: Geocells improve the structural integrity of soils, making them more resistant to erosion and deformation. 2. Cost-Effective: They reduce the need for extensive excavation and use of expensive fill materials. 3. Environmentally Friendly: Geocells minimize the environmental impact by reducing soil disturbance and promoting vegetation growth. 4. Enhanced Load Distribution: They distribute loads more evenly, reducing pressure on underlying soils and preventing rutting and settlement. Please follow my WhatsApp channel to easily access all the photos and videos! https://lnkd.in/gr4DSyUt #mehrtashsoltani

Geocells indeed revolutionize soil stabilization! Curious about their environmental footprint, especially given their HDPE composition. Do recycling or eco-friendly alternatives exist? Their application in slope protection is brilliant, but how effective are they in extreme weather conditions or seismic activities? Also, while they promote vegetation, does this require specific soil types or additional treatments? For road construction, what’s their lifespan compared to traditional methods? Lastly, have geocells found use in urban green spaces or other unexpected areas? #Geocells #SoilStabilization #ConstructionInnovation

This Lecture 97 in series of my YouTube Channel “Geotechnical Engineering Consultancy Tips” discusses and explains about the two formulas suggested by Meyerhof for calculating Ultimate Load Capacity and further Safe Capacity of Pile by applying a factor of safety on Ultimate Load Capacity of Bored Pile based on Standard Penetration Test (SPT) values for saturated cohesionless Soils and non-plastic silt or very fine sandy soils with a pictorial representation on how to use SPT values for such calculations as per Indian Standard Code IS 2911 (Part 1/Sec 2) : 2010 on Design and Construction of Pile Foundations — Code of Practice Part 1 Concrete Piles Section 2 Bored Cast In-situ Concrete Piles (Second Revision) #geotechnicalengineeringconsultancytips #anuragkapoor #geotechnicalengineering #geotechnicalengineeringlecture #IS2911(Part1/Sec2):2010 #pilecapacity #civilengineering #pilefoundatiodesign #ultimateloadcapacityofboredpile #safecapacityofpile #pilecapacitycalculationusingSPTvalue #ultimatecapacityofpile #capacityofboredpileonStandardPenetrationTestvalues https://lnkd.in/ddqS773r