Excavation Dewatering in PLAXIS: An Iterative Approach to Find Pore Pressure Equilibrium for Better Stability begins on Aug 6th 2026
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Where Geotechnical Engineering Is Heading: What 1,257 ICSMGE 2026 Papers Reveal

A data-driven analysis of every paper accepted to the 21st International Conference on Soil Mechanics and Geotechnical Engineering finds a discipline consolidating around its traditional core — founda...

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Elkhart Lake trench collapse shows why excavation safety cannot rely on luck

A 55-year-old worker was rescued in Elkhart Lake, Wisconsin, after a trench collapsed and buried him up to his neck. First responders were called to Rhine Street, where three people had reportedly bee...

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PLAXIS 2D Dynamic Analysis Shows Hammer-Induced Pore Pressure Can Cut Offshore Monopile Driving Resistance by 62%

A PLAXIS 2D dynamic finite element study of offshore monopile driving has found that excess pore pressure generated by hammer blows can reduce soil resistance to driving by up to 62%, a mechanism the...

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Behind the Controls: Learning Helical Pile Installation

When talking about heavy equipment, whether it be a skid steer or an excavator, most people correlate those machines with digging or moving earth. Most do not understand that a skid steer, backhoe, or...

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Westdown Quarry restart highlights geotechnical and operational controls

A dormant limestone quarry near Frome is moving closer to production after Heidelberg Materials UK agreed planning conditions with Somerset Council for the reopening of Westdown Quarry. The agreement...

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Expanding the Rocscience Software Ecosystem with New ShapeMetriX Integrations

Bringing high-resolution 3D data directly into underground excavation and rockfall analysisModern geotechnical projects increasingly rely on detailed field data to understand complex rock conditions....

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Inside the Levee Digital Twin: A Guided Walkthrough of California's Newest Flood Infrastructure Monitoring Tool

When the Levee Digital Twin Platform launched for California's Yuba River Corridor earlier this year, it introduced engineers and asset managers to a browser-based, continuously updated model of two c...

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PLAXIS 2D PM4Sand analysis cuts predicted liquefiable layer thickness by up to 81% versus simplified methods

A comparison of three liquefaction assessment methods for an offshore wind site has found that a fully coupled PLAXIS 2D dynamic analysis using the PM4Sand constitutive model predicted a critical liqu...

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Soil and borehole logging: the steps are solved, the handoffs are not

Consider the asymmetry at the heart of ground engineering. Site investigation typically accounts for 0.2% to 1.5% of a project's total cost, yet the US National Research Council has observed that unfo...

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How to Specify Helical Piles: A Practical Guide for Engineers

Helical piles and anchors are widely used in foundation construction due to their efficiency, versatility, and performance. However, specifying them correctly is critical to ensuring both structural r...

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August 6th 2010

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Cowi employs drones for dam surveys in Zambia

The company is using the drones for topographical measurements regarding the construction of 100 dams in the African country. The construction project is financed by the World Bank and the African...

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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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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...

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...