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Stop Guessing, Start Designing: Introducing Support Designer in Slide2

Design with Confidence, Not Iteration Instead of manually iterating toward a workable solution, Support Designer now enables engineers to define a target factor of safety and let the software calculat...

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Scripting Comes to RS3: Automate, Customize, and Accelerate Your 3D Modelling

Why Scripting Matters Geotechnical projects are more complex. Models are larger, construction sequences have more stages, and parametric studies must be rerun. Manually building and post-processing mo...

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From Conservative to Precise: Settlement Prediction in Layered Soils with Settle3, RS2, and RS3

In geotechnical design, settlement prediction is only as reliable as the stress distribution used to drive it. Long before consolidation theories, constitutive models, or serviceability criteria enter...

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Life after gINT - Rethinking geotechnical data management for a new era

A turning point for the industry gINT has long been the backbone of geotechnical data management. For decades, it provided engineers with a structured way to store borehole data, generate logs, and...

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Rapid Drawdown in Dam and Levee Design: A Hydrogeologic Perspective in Slide2

What happens to a dam or levee when the reservoir that once supported it drops rapidly? From the outside, rapid drawdown may appear to be a simple operational change: the water level falls while...

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Effect of Joint Orientation on Inter Ramp Stability

Anisotropy is an important factor in controlling the stability of rock slopes because it affects the mechanical behavior of the rock mass. Rock masses can have different mechanical properties dependi...

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Understanding Watermarks in Student Licences for PLAXIS and GeoStudio

GeoStudio and PLAXIS are two of the most widely used software solutions in geotechnical engineering, providing powerful tools for slope stability, seepage, deformation, and soil-structure interaction...

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Importing pore-water pressure results from SEEP3D into a two-dimensional SLOPE/W analysis

This example replicates the “Rapid drawdown” examples illustrated in SEEP/W and SIGMA/W. The purpose of this example is to demonstrate the steps required to conduct a stability analysis using the por...

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Stress Meets Structure: Modelling Spalling in Jointed Rock with RS2 and CVBM

Deep underground excavations operate within a narrow margin between equilibrium and failure. As confinement decreases at an excavation boundary, stresses redistribute and concentrate around the openi...

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YII Envision Award Winner | GeoStruxer’s digital twin cuts piles by 70% and CO2 by 44%

Jazan, located on the Red Sea coast of Saudi Arabia, is home to a vital 12,000-square-meter operational grain warehouse that serves as a critical food security hub. The original foundation, a slab-on...

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