"Let's look at things differently" - GES provides cone penetration testing, research and design consulting to leading specialist ground engineering contractors
Particle trace in a soil mixing simulation using Discrete Element Modelling for varying values of Blade Rotation Number (100 / 300 / 500) - really cool! #DEM#LetsLookAtThingsDifferently
Registration is open for the AGS webinar on BS8574 – A Guide to Data Management Plans, taking place on 12th March 2024 from 11am-1pm.
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@Davyg50 That's on the shelf here Dave but not really what we're after (noting, of course, the exellent contribution that is your own paper 😃). Looking more for reliability engineering (as a subset of systems engineering) recommendations. Thanks though.
Never done this before but we'll give it a shot. Could anyone recommend (and tell us why) some decent books on the topic of Reliability Engineering? #AcademicTwitter#EngineerLife
@nntaleb This is not gravel. It's a Type 1 engineered fill placed and compacted to maintain some integrity under traffic loading. Gravel is a naturally occurring granular soil.
Just came across this amazing simulation of the last British and Irish ice sheet by @NiallGandy & @BRITICECHRONO - lots of detail in there, which can be helpful in explaining why the glacial sediments are so wonderfully complicated!
Open access here: https://t.co/5rzulqiucI
The AGS is pleased to announce that in 2021, nine member organisations, one affiliate organisation and three practitioner members were accepted by the Membership Panel and approved by the Executive. For more information, please visit https://t.co/L1gAzCm39f
Have you booked your FREE place to join @britishdrilling webinar on 19/01/22, presented by Daniele Fornelli of Geotechnical Observations, who will discuss "Instrumentation and Monitoring: A Critical Link in Ground Engineering". Email: [email protected]
#DailyMechanician Known as "father of soil mechanics", Karl von Terzaghi laid groundwork for modern methods in geotech analysis & testing. Notably, he introduced the now ubiquitous concept of effective stress—total stress minus pore pressure—to link applied load to soil movement.