Optimizing the Geogrid Reinforcement of Rail Track Ballast
Publisher: Tensar International Corporation
Access this content
Your content has been opened.
Optimizing the Geogrid Reinforcement of Rail Track Ballast has been emailed to . Entered the wrong email?
Don't see the content in your inbox?
Make sure to check your spam and other messages folders.
Can't get to your email right now?
To complete your registration and access this content, enter the sign-in code sent to your email.
Please enter a valid verification code.
Code sent to:
Register to access this content
By accessing content on the RT&S Buyer's Guide you agree to our Terms of Service and Privacy Policy; and, you acknowledge that your information may be shared with the content publisher.
Although the use of high stiffness polymer geogrids to reinforce rail ballast has been practiced since the early '80s, the basic mechanisms involved in the reinforcing action have not been well understood. A wide ranging investigation was conducted with teh support of the Royal Society and several companies to optimize the design of geogrid to give best performance in reducing the rate of settlement caused by railway vehicle loading.
Similar content you might be interested in
