Seequent, The Bentley Subsurface Company's Leapfrog Edge Fundamentals (North America) - February 2026 begins on Feb 17th 2026
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Rainfall 64% above average leads to floods and landslides in Colombia

Heavy rainfall in early February has triggered flooding and landslides across Colombia, leaving at least 13 people dead, according to national authorities and international agencies cited in the prov...

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Morocco evacuates over 140,000 as extreme rainfall and dam releases trigger widespread flooding

More than 140,000 people were evacuated from towns and rural communities in northwestern Morocco after torrential rainfall combined with emergency dam releases caused widespread flooding across river...

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Levels of Analysis Used in Retaining Wall Design

The analysis of retaining structures is commonly approached in three progressively more advanced levels, depending on the complexity of the wall system, the ground conditions, and the need to predict...

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Pore Pressure and Retaining Wall Drainage

The Critical Role of Groundwater Water is the single most destructive element in retaining wall stability analysis. While designers account for the dry unit weight (γd) or saturated unit weight (γsa...

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Tutorial of finding the required depth of embedment of a sheet pile retaining wall using the global factor of safety and the Eurocode 7 approach

A cantilever sheet pile wall supporting a 3.5 m deep excavation in dry sand (γdry = 15.3 kN/m³, φ′ = 35°, c′ = 0) is to be constructed. Determine the required depth of embedment.     1. By using the...

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Industry Section

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Major Advancement: Geotechnical Lab Data Entry and Testing Workflow Now Available in OpenGround

OpenGround is proud to announce a transformative enhancement to its platform: support for geotechnical laboratory testing and reporting. This release brings together raw lab data entry, automated cal...

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Anatomy of a Reactivated Landslide: How Combined Analysis Informed a Difficult Decision

A 21,000 m² landslide was actively threatening the settlement of Köprülü in northeastern Turkey. Ground deformation accelerated, structures cracked, and engineers needed clarity fast. This case study...

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Automating Back Analysis in RS2: A Scalable Workflow for Model Calibration

Back analysis is where geotechnical models stop being purely predictive and start being confronted by observed behaviour. In deep excavations, that test is unforgiving. Small, defensible changes in s...

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Geoprofessionals spend a quarter of their time managing data and are increasingly turning to AI, reveals new Seequent survey

Mining and civil geoprofessionals rate data management as highly/critically important but face big challenges unlocking value from complex datasets. CHRISTCHURCH, New Zealand, Wed 28 January 2026 - S...

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Turning complex, time-consuming numerical analysis into a streamlined, ‘one-and-done’ workflow

Discover how a tailor-made workflow shortened the repetitive task of suction pile analysis for Technip Energies, and opened up a wider use of PLAXIS 3D in the earlier stages of a project’s feasibili...

Video Of The Day

On This Day

February 11th 2011

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Editor's Pick

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138,733 paper downloads in 2025 for the ISSMGE International Journal of Geoengineering Case Histories!

The ISSMGE International Journal of Geoengineering Case Histories is proud to announce that its papers were downloaded 138,733 times in 2025 (up 18.32% from 117,260 downloads in 2024). The Internatio...

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Education

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Sheet Pile Wall Design

A sheet pile wall is a line of interlocking thin wall elements driven into the ground to form a continuous barrier that can retain soil and/or water. Stability comes from penetration below the exc...

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Tutorial Exercise

Design for a cantilever retaining wall supporting 3.0 m of dry sand backfill. The wall has a 3.20 m base (1.00 m toe, 1.90 m heel), a 0.30 m thick stem, and a 0.45 m thick footing; concrete unit wei...

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Geotechnical Stability Analysis of Retaining Walls

The geotechnical stability of a retaining structure is assessed using limit equilibrium methods, which determine the ratio of available resisting forces/moments to the driving forces/moments. This ra...

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Lateral Earth Pressure States and Coefficients

Introduction to Lateral Earth Pressure Soil, unlike a true fluid, exhibits both density and internal friction (φ) and cohesion (c). Consequently, the pressure it exerts horizontally on a retaining s...

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Kenji Ishihara (1934-2025)

Ishihara Sensei was born in Chiba, Japan, in 1934. He obtained his BS in Civil Engineering in 1957, MS degree in 1959, and Ph D. in 1963, all from the University of Tokyo. He was a Vising Research As...

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W. D. Liam Finn (1933–2025)

Professor W. D. Liam Finn, after a long and distinguished career that shaped generations of engineers and advanced the field of earthquake geotechnical engineering, passed away on 24 December 2025 a...

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Shamsher Prakash (1933-2025)

Prof. Shamsher Prakash, an exemplary human being, a very able administrator and an academic stalwart in Soil Dynamics and Geotechnical Earthquake Engineering has left all of us for his eternal abode...

Books

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Geotechnical Earthquake Engineering

This fully updated second edition provides an introduction to geotechnical earthquake engineering for first-year graduate students in geotechnical or earthquake engineering graduate programs with a l...

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2024 Geotechnical Business Directory

This unique annual business directory is published by GeoWorld, the professional network for geotechnical engineers, which currently includes 37,000+ professionals and 1,000+ companies and organizatio...

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2025 Special Edition USA & Canada Geotechnical Business Directory

This unique annual business directory is published by GeoWorld, the professional network for geotechnical engineers, which currently includes 40,500+ professionals and 1,100+ companies and organizatio...