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DEEP EXCAVATION BLOG - NEWS AND ARTICLES
Washington Convention Center, Washington D.C.
Slurry Walls Case Study: Washington Convention Center, Washington D.C. The Washington Convention Center project occupies five and one...
Post Office Square Slurry Walls, Boston, MA
Slurry Wall Excavation Case Study: Post Office Square Garage, Boston, MA The Post Office Square Garage includes a 7-level, 75'-deep...
Prudential Two Diaphragm Walls, Chicago, IL
Diaphragm Wall Excavation Case Stydy: Prudential Two, Chicago, IL The Prudential Two is a 60-story high-rise located in the southwestern...
Deep Excavation in Stantiago, Chile
Measured vs. Theoretical Ground Anchor Loads for a 21.2m Deep Excavation in Santiago, Chile Occasionally we get a chance to compare...
T-Shaped Concrete Diahragm Excavation in Taiwan
Performance of T-Shaped Diaphragm Wall in Taiwan The performance of a T-shaped diaphragm wall supported 9.7m deep excavation in Taiwan is...
Seattle Viaduct Repair Shaft Analysis
An independent deep excavation analysis model for the repair shaft of the Seattle Viaduct (14/Jan/2015) The repair works for the Seattle...
Deep Excavation model in Abu Dhabi, U.A.E.
Excavation in Abu Dhabi - Model Comparison with DeepEX, FREW, and Plaxis 2D NSCC International in 2015 presented a paper on a deep...
Metro Excavation in Taipei, Taiwan
Reanalysis of metro excavation in Taipei with diaphragm wall and steel struts An 18m deep excavation supported by a 1m reinforced...
34m Excavation with Stepped Walls
Comparison of finite element and limit equilibrium analysis models for a 34m Deep Excavation Three Stepped Bored Pile Walls This case...
Reanalysis of a Collapsed Anchored Bored Pile Wall
Learn how to Avert a Potential Failure! In this case study we will evaluate a 16.1 m deep excavation supported by an anchored bored pile...
Evaluation of a Deep Excavation in Jakarta, Indonesia
Excavation in Jakarta - Displacement Prediction with Different Analysis Methods A. INTRODUCTION A deep excavation in Jakarta Indonesia...
Analysis of Deep Excavation in Boston Blue Clay with Hardening Soil Model
Analysis of Deep Excavation in Boston Blue Clay with Hardening Soil Model, Limit-Equilibrium and Winkler Analysis Methods The basement of...
Displacements on Existing Tunnels in Los Angeles
Displacements on Existing Tunnels from Adjacent Deep Excavation in Los Angeles A. INTRODUCTION A soldier pile deep excavation in Los...
EAB Limit Equilibrium vs Winkler Springs and Finite Elements
Comparison of EAB LEM versus Winkler Springs and FEM for excavations in Germany and Qatar Two deep excavations in Germany reported by L....
Analysis Methods VS Measured Performance - Excavation, Boston
Comparison of Analysis Methods against Measured Performance for the Courthouse Station Deep Excavation in Boston Construction of the...
Evaluation of an Anchored Excavation in Toronto
A. INTRODUCTION In this case study we will evaluate a 14 m deep excavation supported by an anchored bored soldier pile wall (metric...
The most Common Liar in Geotechnical Analysis
While we almost always take it for granted this type of analysis is the most common liar. Most of the times it lies a little, sometimes...
Effect of Surcharge Analysis on Cantilever Excavation Design
A. Introduction Selecting the appropriate surcharge method can have a significant impact in cantilever sheet pile design. In this article...
When can you safely install rakers at 45 degrees in a deep excavation?
Rakers are an internal bracing system that transfers forces from the shoring wall to a theoretically more stable zone. Because rakers...
What is the Optimal Angle for Tiebacks?
Tiebacks are one of the most preferred options for bracing deep excavations and as such engineers often look for the optimal installation...
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