University of Maine

Project 3.12 Cover Image

Project 3.12: Lateral loading of unreinforced rigid elements and basal stability of column-supported systems

Lateral Loading of Unreinforced Rigid Elements and Basal Stability of Column-Supported Systems Project 3.12 Project Summary The use of rigid column-support to stabilize fill embankments and MSE walls continues to grow in popularity, especially among DOTs and transportation agencies for roadway, railway, and bridge applications because of its distinct advantage in accelerating construction in fill […]

Read more

Project 2.09: Carbonating Subgrate Materials For In Situ Soil Stabilization

Carbonating Subgrade Materials for In Situ Soil Stabilization Project 2.9 Project Summary Ground improvement is the in situ alteration of the ground’s material properties, with the ultimate goal of strengthening, stiffening, and/or altering drainage characteristics to benefit design, construction, and performance of civil infrastructure. Carbonation is a process by which carbon dioxide (CO2) gas reacts […]

Read more

Project 4.01 cover image

Project 4.01: Connected Vehicles Applications to Improve Infrastructure Safety and Durability

Connected Vehicles Applications to Improve Infrastructure Safety and Durability Project 4.01 Project Summary This project will identify opportunities and vulnerabilities for enhanced connectivity of transportation infrastructure in Maine and New England. The project will consider how these technologies will improve the durability of infrastructure and improve safety and efficiency for road users. The project will […]

Read more

Image of Typical Finite-Element Model

Project 1.01: Field Live Load Testing and Advanced Analysis of Concrete T-Beam

Field Live Load Testing and Advanced Analysis of Concrete T-Beam Bridges to Extend Service Life Project 1.1 Project Summary Concrete T-beam bridges are an important class of structures that has seen limited investigation. These structures are often perceived as quite robust and are in good condition, but possess very low rating factors based on conventional […]

Read more