DEEP EXCAVATION BLOG

Cellular concrete backfill behind soldier pile wall can result in cost savings In many cases one might have to backfill over soft soil...

World Trade Center "Bathtub" Diaphragm Walls, New York, NY The tragic events of 9/11/01 have left few people untouched. One of the...

Slurry Walls Case Study: Washington Convention Center, Washington D.C. The Washington Convention Center project occupies five and one...

Slurry Wall Excavation Case Study: Post Office Square Garage, Boston, MA The Post Office Square Garage includes a 7-level, 75'-deep...

Diaphragm Wall Excavation Case Stydy: Prudential Two, Chicago, IL The Prudential Two is a 60-story high-rise located in the southwestern...

Measured vs. Theoretical Ground Anchor Loads for a 21.2m Deep Excavation in Santiago, Chile Occasionally we get a chance to compare...

Performance of T-Shaped Diaphragm Wall in Taiwan The performance of a T-shaped diaphragm wall supported 9.7m deep excavation in Taiwan is...

An independent deep excavation analysis model for the repair shaft of the Seattle Viaduct (14/Jan/2015) The repair works for the Seattle...

Excavation in Abu Dhabi - Model Comparison with DeepEX, FREW, and Plaxis 2D NSCC International in 2015 presented a paper on a deep...

Reanalysis of metro excavation in Taipei with diaphragm wall and steel struts An 18m deep excavation supported by a 1m reinforced...

Comparison of finite element and limit equilibrium analysis models for a 34m Deep Excavation Three Stepped Bored Pile Walls This case...

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...

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, Limit-Equilibrium and Winkler Analysis Methods The basement of...

Displacements on Existing Tunnels from Adjacent Deep Excavation in Los Angeles A. INTRODUCTION A soldier pile deep excavation in Los...

Comparison of EAB LEM versus Winkler Springs and FEM for excavations in Germany and Qatar Two deep excavations in Germany reported by L....

Comparison of Analysis Methods against Measured Performance for the Courthouse Station Deep Excavation in Boston Construction of the...

A. INTRODUCTION In this case study we will evaluate a 14 m deep excavation supported by an anchored bored soldier pile wall (metric...

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...

A. Introduction Selecting the appropriate surcharge method can have a significant impact in cantilever sheet pile design. In this article...