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#Rockscience Reel by @rocscience - By calibrating models against observed behavior in deep excavations, engineers can refine rock mass parameters and improve the reliability of future d
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@rocscience
By calibrating models against observed behavior in deep excavations, engineers can refine rock mass parameters and improve the reliability of future designs. This article demonstrates how EX3 bridges the gap between geological uncertainty and informed decision-making in complex 3D environments. Read the full technical breakdown: Link in bio!
#Rockscience Reel by @karwan_y_salih - Core Samples: The Truth Inside the Rock 🪨🛢️ In drilling, nothing tells the real story of the reservoir like a core sample. While logs and seismic i
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KA
@karwan_y_salih
Core Samples: The Truth Inside the Rock 🪨🛢️ In drilling, nothing tells the real story of the reservoir like a core sample. While logs and seismic interpret, cores prove. A core sample is a cylindrical section of rock cut directly from the formation, preserving its lithology, porosity, fractures, and fluids exactly as they exist underground. Why cores matter: 🔹 Identify lithology and depositional environment 🔹 Measure porosity & permeability directly 🔹 Detect natural fractures and vugs 🔹 Calibrate wireline & LWD logs 🔹 Reduce uncertainty in reservoir models Types of coring: • Conventional coring – highest quality, highest cost • Sidewall coring – faster, targeted depths • Rotary sidewall coring – modern, improved recovery In an era of advanced logging and AI, cores remain the ground truth. If you want to understand the reservoir — you must touch the rock. #CoreSamples #ReservoirCharacterization #Geology
#Rockscience Reel by @biophystech - New advances in our lastest rock recognition and 3d generation model. #biophystech #artificialintelligence #geology #rocks
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@biophystech
New advances in our lastest rock recognition and 3d generation model. #biophystech #artificialintelligence #geology #rocks
#Rockscience Reel by @rocscience - When limit equilibrium methods don't quite tell the whole story about deformation, you need a way to look deeper into the stress-strain behavior of th
647
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@rocscience
When limit equilibrium methods don't quite tell the whole story about deformation, you need a way to look deeper into the stress-strain behavior of the slope. This case study walks through how the Finite Element Method was used in RS3 to analyze an open-pit mine, showing how to bridge the gap between simple safety factors and complex displacement patterns. Read the full study and see how FEM adds a new layer of confidence to your open-pit stability assessments: link in bio #RS3 #FiniteElementMethod #OpenPitMining #SlopeStability #GeotechnicalEngineering #Rocscience
#Rockscience Reel by @mindcore.io - Lacustrine clay forms in quiet postglacial lake basins where fine particles settle slowly and create soft layered deposits. Weak particle bonds produc
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@mindcore.io
Lacustrine clay forms in quiet postglacial lake basins where fine particles settle slowly and create soft layered deposits. Weak particle bonds produce low shear strength and high compressibility. Even moderate loads increase pore water pressure and trigger gradual consolidation. High moisture levels raise the risk of differential settlement as water escapes through narrow pore spaces. Structural loads often cause long term movement because the clay responds slowly to stress changes. Geotechnical studies focus on shear strength, plasticity index, void ratio, and consolidation rate to estimate expected settlement. Ground improvement methods such as preloading, vertical drains, or deep foundation systems reduce deformation and stabilize structures placed on these deposits. Credits: @kolodec_karelia Sponsor: #Onlyoriginals #claysoil #soilmechanics #geotechnicalengineering #civilengineering #soillayers
#Rockscience Reel by @mininggyanofficial - ROCK MECHANICS INSIGHTS Rock mechanics studies the behavior of rock under different stress conditions. It is essential for designing safe slopes, tun
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@mininggyanofficial
ROCK MECHANICS INSIGHTS Rock mechanics studies the behavior of rock under different stress conditions. It is essential for designing safe slopes, tunnels, underground excavations, and mine structures. Rock strength analysis is commonly evaluated using three important criteria. 1. INTACT ROCK STRENGTH (MOHR–COULOMB CRITERION) The Mohr–Coulomb criterion describes the shear strength of intact rock using a linear failure relationship between shear stress and normal stress. Failure equation: τ = c + σn tan(φ) Where: • τ = shear stress at failure • c = cohesion • σn = normal stress • φ = angle of internal friction KEY PARAMETERS • Cohesion (c) • Friction angle (φ) USE CASE • Laboratory rock testing • Simple rock engineering problems • Initial slope design in intact rock 2. ROCK MASS STRENGTH (HOEK–BROWN CRITERION) The Hoek–Brown criterion is an empirical nonlinear failure criterion used to estimate the strength of jointed rock masses. General form: σ1 = σ3 + σci (mb σ3 / σci + s)^a KEY PARAMETERS • GSI (Geological Strength Index) • Disturbance factor (D) • σci (uniaxial compressive strength of intact rock) • mb, s, a (rock mass constants) CHARACTERISTICS • Nonlinear failure envelope • Accounts for rock mass quality and disturbances USE CASE • Underground mines • Tunnel design • Large excavations and foundations 3. DISCONTINUITY SHEAR STRENGTH (BARTON–BANDIS MODEL) The Barton–Bandis criterion is used to evaluate shear strength along rock joints and discontinuities. Shear strength equation: τ = σn tan [ JRC log10 (JCS / σn) ] KEY PARAMETERS • JRC (Joint Roughness Coefficient) • JCS (Joint Wall Compressive Strength) • φr (Residual friction angle) CHARACTERISTICS • Focuses on joint surface roughness • Accounts for joint wall strength • Important for block stability analysis USE CASE • Stability of jointed rock masses • Tunnel and underground excavation design • Analysis of joint-controlled slope failures 📚 Want to master more mining concepts? 👉 Follow for more study material! 🚀 #RockMechanics #MiningEngineering #MiningConcepts #GATEMN #MiningStudy MiningGyan
#Rockscience Reel by @mindontorque - Lacustrine clay forms in quiet postglacial lake basins where fine particles settle slowly and create soft layered deposits. Weak particle bonds produc
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MI
@mindontorque
Lacustrine clay forms in quiet postglacial lake basins where fine particles settle slowly and create soft layered deposits. Weak particle bonds produce low shear strength and high compressibility. Even moderate loads increase pore water pressure and trigger gradual consolidation. High moisture levels raise the risk of differential settlement as water escapes through narrow pore spaces. Structural loads often cause long term movement because the clay responds slowly to stress changes. Geotechnical studies focus on shear strength, plasticity index, void ratio, and consolidation rate to estimate expected settlement. Ground improvement methods such as preloading, vertical drains, or deep foundation systems reduce deformation and stabilize structures placed on these deposits. #claysoil #soilmechanics #geotechnicalengineering #civilengineering #soillayers

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