OasisLMS

Modeling of vibrations induced by Mecca-Medinah high-speed train and earthquake mitigation analysis

SELF-HARDDENINGNG SLURRY FILTRATION AND THE END OF THE API TEST DEAD END .

THE ROLE OF MECHANIZED SHAFT SINKING WITH VSM IN INNER-CITY APPLICATIONS

Alternative Foundation Design for Recent Transmission Line Projects in Australia Using Micropiled Precast Concrete Caps

Doubling Sustainability of Concrete Foundation Piles through Enlarged Bases and Screw-in Displacement Methods

BARRETTE BI-DIRECTIONAL PRELIMINARY LOAD TEST UP TO 148750 kN

Deep Foundation Difficulties Solved by Custom Grouting

Coordination of complex geotechnical works at a Tideway site in central London

Serviceability Limit State Design: Base Response of Screw Injection Piles

First experiences of a new generation of trench cutter – contributing to reducing carbon emissions

REMEDIAL WORKS TO ARREST THE DIFFERENTIAL SETTLEMENT OF SABIC BUILDING FOUNDATIONS

Influence and contribution of high-strength steels in connection with their use in anchoring systems and their manufacturing processes on CO2 reduction - yesterday, today, tomorrow

Removeable Ground Anchors using pyrotechnics – innovative, sustainable and safe

A semi analytical model for elastic settlements of end-bearing piles in inhomogeneous soils

Threaded displacement piles – a comparison of the “Screwsol” system with continuous flight auger piles in Cork, Ireland

Piling for Solar Farms

Evaluation of structure borne noise in jet grouted elements

Novel analytical methods for predicting the response of bored piles in sand

A comparison of the carbon consumption of Continuous flight auger, Auger displacement (CHD) and Precast Driven displacement piles in cohesive ground conditions.

Bearing capacity of pile groups under generalized loading conditions

Installation of Precast Reinforced Concrete Piles as Part of the Expansion of Existing Industrial Buildings and Technical Infrastructure

Undertaking a Life Cycle Assessment to Calculate the Environmental Footprint of Repurposed Secondary Market Steel Tubulars

SMART CELL: THE IMPROVEMENT FOR DRILLED SHAFTS AND CARBON FOOTPRINT REDUCTION

COMPARISON OF PROPAGATION EFFICIENCY BETWEEN TUBE-A-MANACHETTE AND MULTI-STRAINER CHEMICAL GROUTING METHODS IN GRANULAR SOILS

Digital measurement technology in foundation works / In-process monitoring to ensure quality

A LOOK AT THE FUTURE OF SELF-HARDENING SLURRIES IN A DECARBONIZING WORLD

A case study of utilising digitalisation techniques to achieve efficiency and carbon benefits during piling projects

Analysis of the lateral pressure of wet concrete on neighboring foundations

Towards sustainable ground improvement: A life cycle assessment of stone columns and dry soil mixing in Norwegian clays

Low-strain impact testing of piles - AI analysis

EVALUATING ENVIRONMENTAL IMPACTS OF DEEP FOUNDATIONS: A LIFE CYCLE APPROACH FOR SUSTAINABILITY

Bridging Physical and Digital Realms: The Role of Digital Twins in Geotechnical Engineering

Execution of bored piles under polymer support – Sustainable and Flexible Concept for a Mega Project

Engineering People-Centric Sustainability

Enhancements to the Coupled Hydro-mechanical Hypoplastic Model for Unsaturated Soils

Pile capacity Testing for Reusing the existing Foundation

Numerical Simulation of Ground Improvement using Stone Column in Silts

Design versus load testing: a case study on 124 load tests