DESIGN OF RAILWAY TRACKBEDS WITH GEOCELLS

3rd International Conference on Road and Rail Infrastructure (CETRA 2014)

View Publication Info
 
 
Field Value
 
Title DESIGN OF RAILWAY TRACKBEDS WITH GEOCELLS
 
Creator Moshe Livneh; Technion-Israel Institute of Technology Transportation Research Institute
Noam Abraham Livneh; Noam Livneh Engineering
 
Subject CBR; confinement; equivalency factor; geocell; Modulus Improvement Factor (MIF); Railway trackbed; resilient modulus
 
Description Geosynthetics in the form of geotextiles and geogrids made of polymeric materials are being used to improve the bearing capacity of railway trackbeds. These materials provide a confinement effect through friction. In the same manner, geocells refer to a synthetic, honeycomblike cellular material, the structure of which is interconnected by joints to form a cellular network used for the confinement of soils. A literature survey reveals that the introduction of a 200-mm-high geocell into the upper subgrade layer increases the resilient modulus of this reinforced layer by an average multiplier factor, termed MIF (Modulus Improvement Factor), of 2.5. The MIF is supported both by in-situ FWD and by pressure-cell testing. Empirical calculations, furthermore, indicate that MIF is a function of the properties of the geocell. Thus, this reinforced layer can be regarded as part of a railway trackbed structure. Given these findings, the paper suggests the use of an equivalency procedure in order to calculate the effective thickness of a 200-mm reinforced subgrade layer in terms of the thickness of type A (CBR=60%) sub-base material in railway trackbed structures. For example, when a given subgrade with a CBR value of 10% is reinforced by the 200-mm height of a high-standard geocell, this reinforced subgrade can substitute for a 150-mm type A sub-base layer. Finally, it should be pointed out that (a) the proposed equivalency procedure is valid for a subgrade CBR of up to 12%, and (b) the use of geocell reinforcement should be accompanied by a strictly detailed QA plan for in-situ density and modulus (plate-load testing) of the reinforced layer.
 
Publisher CETRA 2014
 
Contributor
 
Date 2017-02-28 16:36:51
 
Type Peer-reviewed Paper
 
Identifier http://master.grad.hr/cetra/ocs/index.php/cetra3/cetra2014/paper/view/253
 
Source CETRA 2014; 3rd International Conference on Road and Rail Infrastructure
 
Language en
 
Rights <p>Authors who submit to this conference agree to the following terms:<br /> <strong>a)</strong> Authors retain copyright over their work, while allowing the conference to place this unpublished work under a <a href="http://creativecommons.org/licenses/by/3.0/">Creative Commons Attribution License</a>, which allows others to freely access, use, and share the work, with an acknowledgement of the work's authorship and its initial presentation at this conference. <br /> <strong>b)</strong> Submitted full papers will be published in the book of proceedings "Road and Rail Infrastructure II" as well as in digital form (on a CD). Conference organiser is allowed to publish author's names, institution and country as well as the paper abstract on the conference web site.</p>
 

Contact Us

The PKP Index is an initiative of the Public Knowledge Project.

For PKP Publishing Services please use the PKP|PS contact form.

For support with PKP software we encourage users to consult our wiki for documentation and search our support forums.

For any other correspondence feel free to contact us using the PKP contact form.

Find Us

Twitter

Copyright © 2015-2018 Simon Fraser University Library