Episode 3 is live! Soil improvement with #PLAXIS The primary goals of column-based soil improvement include: - Controlling settlement: Managing vertical displacement to ensure the stability and serviceability of structures. - Enhancing load-bearing capacity: Strengthening soil to handle larger loads. - Reducing liquefaction potential: Minimizing the risk of soil turning liquid under seismic activity or heavy vibrations. [...] Read the full article here https://lnkd.in/ep3gBhYx #GeotechnicalEngineering #CivilEngineering
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What if you could master groundwater seepage analysis in Slide2 with ease? 😎 Join Dr. Sina Javankhoshdel as he showcases the various groundwater analysis available, including steady-state and transient analyses. Discover how to calculate pore water pressure and perform slope stability assessments in real-world scenarios. Download a free trial to follow along: https://bit.ly/3pENqMn #Rocscience #SlopeStability #Groundwater #StructuralIntegrity
Mastering Slide2 - Seepage Analysis
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Measuring the water level in the borehole to determine the underground water surface."A well-designed water surface can have a significant impact on the effectiveness of a dewatering system." This surface can help in dewatering simulation using MINE DW. #open-pit #mine-dw#underground#water
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When selecting a horizontal directional drill, it’s important to look beyond basic capabilities to ensure it meets your specific project needs. Carefully evaluating factors such as soil conditions, bore specifications, and transportability can help boost the efficiency and success of your operations. Dig in to learn more! http://spr.ly/6044UDFkk #HDD #undergroundconstruction
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New online tool!! ACTIVE AND PASSIVE EARTH PRESSURE - COULOMB Y RANKINE CALCULATOR
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“A new analytical solution to study the mechanical coupling on tidal-induced head fluctuations in a coastal aquifer system is developed” The conceptual model consists of two overlying confined units that extend infinitely under the sea. The proposed model assumes that the tidal fluctuations in the overlying aquifer are described by the classical equation derived by van der Kamp. For the underlying aquifer, a closed form analytical expression is derived by solving a boundary value problem that considers the loading effect produced by the overlying unit. The amplitude and phase lag of the underlying aquifer depend on both the specific storage and the thickness of the overlying unit. A parametric study shows that the mechanical coupling effect can be important for both large values of specific storage and thickness of the overlying aquifer. Please see Cuello and Guarracino (2024) in Hydrological Processes, “Mechanical Coupling Effect on Tide-Induced Fluctuations in a Multilayer Aquifer System”
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Interesting conversation:
How important to classify RRTs below FWL contact depth in view there is a single phase flow i.e. (100% water) and relative permeability curves i.e. (Kr’s) have no effects on fluid flow, keeping in mind that many subsurface studies are modifying porosity/permeability below FWL depth to either increase/decrease aquifer pressure support.
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🏗️ Implementing Structural Controls in ESC 🏗️ Structural controls play a vital role in managing erosion and sediment. Key techniques include: • Silt Fences: Temporary barriers to trap sediment • Sediment Basins: Basins to settle and trap sediment • Check Dams: Small barriers to slow down water flow and reduce erosion These measures help control runoff and capture sediment, protecting downstream environments. cheryl@pembc.com.au (07) 3063 3282 www.pembc.com.au #StructuralControls #ErosionManagement #ConstructionSafety #CivilConstruction
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The following study route has a very characteristic case where we have rich geological layers with underground water, these water-bearing layers have a fantastic probability of 96% and 11% dynamic of movement, which rarely happens in practice due to this hydrodynamic pressure underground water during in rainy months, they can come out as surface runoff.
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Thermal Mapping 💧 Water leaks and moisture intrusion: Unchecked, these can cause mold or rot. ❄ Cold spots: Indicative of cracks/holes, leading to significant energy loss. 💦 Water puddles: Signs of subsurface structural integrity.
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Did you know high strength-to-weight ratios enable mass timber to perform well during seismic activity? The reduction in weight allows for reduced foundation size, inertial seismic forces and embodied energy! Learn more > apawood.ly/u1Of50QPexi #FridayFact from WoodWorks #MassTimber
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Technical Director, Tunnelling and Geotechnical Engineering ANZ
1moIt should be good if analyses are undertaken using all the options/methods mentioned in the article and compared and subsequently advise provided on option/method to use as provided better approximation to site measurement.