Unlocking the Mystery of Cathodic Protection for Water Systems
This paper explores corrosion and its prevention through the use of cathodic protection. It defines the principles of cathodic protection and explains in a simplified way how cathodic...

The Watershed Modeling System
The Watershed Modeling System (WMS) is a comprehensive environment for hydrologic analysis developed by the Environmental Modeling Research Laboratory (EMRL) at Brigham Young University...

Probabilistic Simplified and Detailed Subsurface Drainage Water Quality Modeling of Nitrate Leaching
A transparent uncertainty structure is derived for simplified and detailed conceptual nitrate leaching as a result of a probabilistic modelling procedure. The uncertainty structure consists...

How to Use Modern Wet Mix Shotcrete Technology for Single Shell Permanent Tunnel Linings

Single-Shell Permanent Lining: Reflections from the Structural Point of View

Behaviour of Early-Age Shotcrete

Shotcrete Lining Design Concepts for New and Rehabilitated Tunnels

Broader View of Shotcrete Control and Design for Specific Utilization

Making the Most of HPC
Developing high-performance concrete (HPC) was only the first step toward bringing a material with improved durability, strength, constructability, and mechanical properties to the bridge...

Post-Peak Analysis of Reinforced Concrete Using Localization Signal

A Reinforced Concrete Model for Analyzing Inelastic Behavior of RC Members

Post-Peak Cyclic Behavior and Ductility of Reinforced Concrete Columns

Smeared Fracture FE-Analysis of Reinforced Concrete Structures—Theory and Examples

FEM Analysis for Structural Performance Design of Concrete Structures

Finite Element Analysis of RC Beam-Column Bridge Connections

Modeling of Shear Beahvior of RC Bridge Structures

Ductility and Failure Modes of Single Reinforced Concrete Columns

Shear-Flexure Interaction Seismic Analysis and Design

Lattice Model Prediction for Ultimate Deformation of RC Columns Subjected to Cyclic Loading

Response Analysis of Reinforced Concrete Frames in Railroad Viaducts Damaged by the Hyogo-Ken-Nanbu Earthquake





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