Navigating Installation Torque for Helical Piles
Methods and DeepFND software A. Introduction The installation torque for helical piles stands as a critical parameter in assessing their...
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DEEP EXCAVATION BLOG - NEWS AND ARTICLES
Transportation Analysis in DeepEX Software
Find the best location for your metro stations in the most efficient way! A. Introduction Finding the optimal location for a metro...
Understanding Hoop Stresses in Circular Shaft Analysis
2D Model Analysis & 3D FEM Analysis A. Introduction Circular shafts play a fundamental role in various engineering applications, from...
End Bearing Capacity Calculation Methods for Helical Piles
Cylinder VS Individual Plate Method – Advantages, limitations & Evaluation with DeepFND software 1. Introduction Helical piles play a...
Cut-and-Cover Tunnel Design and Analysis
Top-Down VS Bottom-Up Construction Methods, 2D FEM & 3D FEM Analysis A. INTRODUCTION This article delves into two primary methodologies...
Exploring Wedge Analysis Methods for Deep Excavations
Culmann's Approach vs. Automatic Search Method Introduction In geotechnical engineering, the calculation of lateral earth pressures on...
Tackling Lateral Analysis Challenges for Driven Steel Foundation Piles
A. Introduction Driven steel foundation piles are widely used in construction for their durability and load-bearing capabilities. When it...
Discover SiteMaster
Elevate Your Geostructural Monitoring with Complete Data Presentation & Processing Step into a complete inclinometer and geo-structural...
Micropile Construction Case History
Micropiles with 3/1 batter Piles constructed with RevDrill tools and load test to 272 kips Bridge Replacement: Ensor Rd. over Third Mine...
Revolutionizing Deep Excavation Design with 3D Modeling & AR/VR Visualization
Introduction DeepEX, the industry-leading shoring design software, is not just about creating excavation projects; it's about reshaping...
Northwestern University, Chicago, IL - Slurry Walls Case Study
Northwestern University, Chicago, IL The Northwestern University Parking Garage is a twelve level structure bounded by Superior, St....
AT&T Corporate Center, Chicago, IL - Slurry Wall Case Study
AT&T Corporate Center, Chicago, IL The AT&T Corporate Center is a 60-story composite office tower with an attached 16-story low-rise and...
Water Tower (Chicago, IL) - Slurry Walls Case Study
Water Tower (Chicago, IL) The Water Tower Place consists of a 74-story tower with a contiguous 14-story commercial building, both of...
AMACO STANDARD OIL, Chicago, IL - Slurry Walls Case Study
AMACO STANDARD OIL, Chicago, IL The Standard Oil Building is an 80-story steel "tube" building placed near the center of a 5-story...
500 Bolyston street (Boston, MA) - Slurry Walls Case Study
500 Bolyston street (Boston, MA) The 500 Boylston Street building is located in the Back-Bay Boston area and includes two medium-rise...
One Memorial Drive, Cambridge MA - Slurry Walls Case Study
One Memorial Drive, Cambridge MA The project site is triangular in shape and is located between Memorial Drive and Main Street near...
State Transportation Building, Boston MA
Slurry Walls Case study, State Transportation Building, Boston MA The Transportation Building is a nine-floor structure located at the...
Minimize Risk with Geotechnical Visualization
Minimize geotechnical risk by visualizing geotechnical site estimates in maps Up to now visualizing geotechnical site variations was...
Gravity & Segmental Block Walls Verification Example
Segmental Blocks Sliding & Overturning FS Calculations VS Software Prediction DeepEX - QuayWalls Software This article provides hand...
Reanalysis of a Deep Excavation in Cavan, Ireland
Little Details Match Measured Displacements in Irish Deep Excavation A 7.5m secant pile deep excavation in Cavan, Ireland, had limited...
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