A study published earlier this year at the Science of the Total Environment journal deducted that heat trapped in underground car parks can be retrieved in the form of geothermal energy. Furthermore...
The collapse of what appears to be a soil nail wall, used to retain a vertical excavation in Coquitlam, British Columbia, was caught on video on Wednesday, November 29. Furthermore, the failure occu...
TabLogs - the world's fastest growing software for geotechnical and environmental engineers - has just released a massive update to enhance their field collection capabilities! TabLogs has released t...
We are happy to share the first video of our new animated tutorial series! Our first video is a tutorial on slope stability analysis. More specifically, it is about planar analysis and Culmann’s m...
As discussed in Mechanics of Slope Stability, the most widely used approach for assessing both 2-dimensional and 3-dimensional slope stability is the Limit Equilibrium Method (LEM), i.e., ...
The Regional Municipality of Wood Buffalo has a long history of overland flooding since 1835, with 17 notable floods, mostly caused by ice jams as the river breaks up. The Municipality has begun a mu...
Keller's design-build Vibro Pier® ground improvement system was the first approved and used in Clark County, Nevada. Built on a parcel of land previously occupied by a screen printing and embroidery...
Engineering News Record (ENR) ranks Keller #1 Excavation and Foundation firm for 2023. This is Keller’s fifth year holding this top position. Before 2019, this position was held by Keller company H...
Helical pile foundation design is an engineering science, thanks in part to the work of Austrian mechanical engineer Karl von Terzaghi. Learn more about using his equation in this introduction to fou...
With 45 years in the industry, John is an expert in soil nailing, slope stabilization, and anchored earth retention. Before joining Keller (then Hayward Baker) in 1996, John held various roles in en...
Course Details Date: December 7th - 8th, 2023 Venue: Intercontinental Hotel - Gümüşsuyu Mah. Asker Ocağı Cad. No:1 Taksim 34435, İstanbul, Turkey Schedule: 9 am to 5 pm Instructors: This course will...
The Ground to Cloud Webinar series is for gINT and HoleBASE users investigating a migration to OpenGround and existing OpenGround users. We profile a company’s journey to OpenGround, drill into a few...
We are very happy to share with you a rare tape, which includes recordings of Karl von Terzaghi and Ralph Peck. The introduction was recorded by Dr. Ralph B. Peck at his home in Urbana, Illinois on A...
In general, protection measures can be distinguished into two main categories: engineered and non-engineered measures (Turner and Schuster, 2012). Engineered protection measures...
Problem 9.1 A square footing of width 2.25m is founded at depth of 1.5m on a sand layer which has the following shear strength properties: c=0, φ=38͒. Determine the total ultimate bearing capacity...
Definitions Fig.2 shows the relationship between the settlement and the applied stress on the soil surface. Curve C1 refers to dense soils (general failure), while Curve C2 refers to lose...
A foundation is considered as shallow when its width is greater than its embedment depth (Df ≤ B). Figure 1: Definition of shallow foundation When the ground surface level is different betwee...
Flow Nets - Confined Flow Number of flow channels partitions nf = 4 Number of equipotential drops nd = 9 nf/nd = schematic flow net coefficient = 4/9=0.44 A-B: first equipotential...
When flow is two-dimensional, simple application of Darcy’s law is not enough for the solution of the problem. Considering flow in the x-z plane through a soil particle dx,dy,dz Vεισ= volume...
By Sally Simpson, 12 May 2023
Using HS Small in Plaxis 2D24 Feb 2023
Contact for GeoPrediction CompetitionBy Vincent Bongioanni, 29 Nov 2022
This unique annual business directory includes 32,000+ professionals and 1,000+ companies and organizations in the geotechnical engineering profession. Powered by GeoWorld, the professional network fo...
The objective of this book is to fill some of the gaps in the existing engineering codes and standards related to soil dynamics, concerning issues in earthquake engineering and ground vibrations, by...
Over the last 50 years there has been rapid development of construction techniques, analytical methods and materials for use in ground engineering. One of the major techniques which has been developed...
