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DEEP EXCAVATION BLOG - NEWS AND ARTICLES

Power Transmission Tower - Helical Pile Foundation

A. PROJECT DESCRIPTION – FOUNDATION PILE CONFIGURATION This article presents a pile foundation design for a monopole electricity...

Case studies

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...

Case studies

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...

Case studies

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...

Case studies

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...

Case studies

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...

Case studies

Benchmarked Excavations - DeepEX

Additional Deep Excavation Case Studies The following table provides basic information on additional case studied for deep excavations....

Case studies

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...

Case studies

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...

Case studies

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...

Case studies

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...

Case studies

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...

Case studies

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...

Case studies

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...

Case studies

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...

Case studies

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...

Case studies

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...

Case studies

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...

Case studies

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...

Case studies

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...