Optimizing the Geogrid Reinforcement of Rail Track Ballast

Publisher: Tensar International Corporation

Access this content

Your content has been opened.

Please verify you are a human before downloading this content.

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:

Also, remember to check in your spam, promotions, and other folders.


Register to access this content


By accessing content on the City & County Government Marketplace 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.