We have implemented a new catalog system. Please try out our Presto catalog portal and let us know what you think!  

Sort by:

6 results
find (Author =Rathje Ellen M)
or (TOC ct e.m. rathje):

Click title for detailed information.

Evaluation of Non-Nuclear Methods for Compaction Control

1.

2006 ... Ellen M. Rathje [and five others] This study evaluated currently available, non-nuclear devices as potential replacements for the nuclear gauge for soil compaction control. Devices based on impact methods, electrical methods, and stiffness methods were identified and evaluated through two field studies and two laboratory

4835-1 [CTR] ... 0-4835-1

Full-text Link:
http://www.utexas.edu/research/ctr/pdf_reports/0_4835_1.pdf
3.4 MB
______________________________________________________________________________________________________

Assessment of Rapid Methods for Density Control of MSE Walls and Embankments

2.

2006 ... RS: Ellen Rathje; Researchers: Kenneth Stokoe, Stephen Wright The performance of earth retaining walls and embankments is predominantly controlled by the engineering properties of the backfill. To ensure that the backfill has adequate properties, the soil is compacted to achieve a specified minimum dry unit weight and a water

4835-S [CTR] ... PSR 0-4835-S ... Project Summary Report, 0-4835

Full-text Link:
http://ftp.dot.state.tx.us/pub/txdot-info/rti/psr/4835.pdf

______________________________________________________________________________________________________

Potential Use of Crushed Concrete and Recycled Asphalt Pavement as Backfill for MSE Walls

3.

2006 ... Ellen Rathje, David Treje and Kevin Folliard Mechanically stabilized earth (MSE) walls (Figure 1) have been used throughout the U.S. since the 1970s. The popularity of MSE systems is based on their low cost, aesthetic appeal, simple construction, and reliability. To ensure long-term integrity of MSE walls, select backfills consisting

4177-S [CTR] ... PSR 0-4177-S ... Project Summary Report, 0-4177

Full-text Link:
http://www.utexas.edu/research/ctr/pdf_reports/0_4177_S.pdf

______________________________________________________________________________________________________

Evaluation Of Crushed Concrete And Recycled Asphalt Pavement As Backfill For Mechanically Stabilized Earth Walls

4.

2006 ... Ellen M. Rathje [and seven others] This report presents the results from an experimental program aimed at evaluating the use of the crushed concrete (CC) and recycled asphalt pavement (RAP) for use in mechanically stabilized earth (MSE) walls. Various properties of RAP and CC (strength, hydraulic conductivity, pull

4177-3 [CTR] ... 0-4177-3

Full-text Link:
http://www.utexas.edu/research/ctr/pdf_reports/0_4177_3.pdf

______________________________________________________________________________________________________

Recycled Asphalt Pavement and Crushed Backfill : Results from Initial Durability and Geotechnical Tests

5.

2002 ... Ellen M. Rathje [and seven others] This report describes research results from the second year of a three-year study focused on the use of recycled asphalt pavement (RAP) and crushed concrete (CC) as backfill for mechanically stabilized earth (MSE) walls. The objectives of the research project are reviewed. The compaction

4177-2 [CTR] ... FHWA/TX-02/4177-2

Full-text Link:
http://www.utexas.edu/research/ctr/pdf_reports/4177_2.pdf

______________________________________________________________________________________________________

Recycled Asphalt Pavement and Crushed Concrete Backfill : State-of-the-Art Review and Material Characterization

6.

2001 ... Ellen M. Rathje [and seven others] This report describes research results from the first year of a three-year study focused on the use of recycled asphalt pavement (RAP) and crushed concrete (CC) as backfill for mechanically stabilized earth (MSE) walls. The design procedures for MSE walls are reviewed. The current Texas

4177-1 [CTR] ... FHWA/TX-0-4177-1

Full-text Link:
http://www.utexas.edu/research/ctr/pdf_reports/4177_1.pdf
7.6 MB
______________________________________________________________________________________________________


Powered by Inmagic, Inc. (www.inmagic.com)