Power Transmission Tower - Helical Pile Foundation
A. PROJECT DESCRIPTION – FOUNDATION PILE CONFIGURATION This article presents a pile foundation design for a monopole electricity...
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DEEP EXCAVATION BLOG - NEWS AND ARTICLES
P-Delta Effects on a Helical Pile
A. INTRODUCTION – MODEL DATA In this document we will examine the influence of the P-Δ effect in helical piles. Analysis of piles in...
Simulation of a Pile Raft Foundation of Apartment Building, Uppsala, Sweden
A. INTRODUCTION An apartment building at Uppsala, Sweden constructed on marine and lacustrine clay has been studied in [1-2]. The...
Get your Undrained Shear Strength right in Drilled Shaft Capacity
A series of 0.9m diameter 15m long drilled shafts were tested with static and statnamic load testing procedures and were reported by Ealy...
All-In-1 Foundation Pile Design Software - DeepFND
Still Using 3 Different Software for your Foundation Pile Design? Pile foundation design can be time-consuming as it involves multiple...
Museum of Science and Industry (Chicago, IL)
The Museum of Science and Industry is located in 57th and Lake Shore Drive. An underground 3-level parking was constructed adjacent to...
Benchmarked Excavations - DeepEX
Additional Deep Excavation Case Studies The following table provides basic information on additional case studied for deep excavations....
Soldier Pile Walls with Cellular Concrete
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 Diaphragms, New York
World Trade Center "Bathtub" Diaphragm Walls, New York, NY The tragic events of 9/11/01 have left few people untouched. One of the...
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...
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