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0-6723, Development of Rapid, Cement-Based Repair Materials for Transportation Structures

1.

2014 ... Research Performed by: Center for Transportation Research; Research Supervisor: Kevin J. Folliard; Researchers: Mitchell Dornak [and three others] · "The state of Texas has been plagued by various durability-related issues in recent years, including deterioration from alkali-silica reaction, delayed ettringite formation,

6723 PSR [CTR] ... 0-6723 -S ... Project Summary

Full-text Link:
http://library.ctr.utexas.edu/ctr-publications/psr/0-6723-s.pdf

______________________________________________________________________________________________________

Characterizing Fly Ash

2.

2013 ... K. Kruse [and five others] · Although fly ash can and typically does impart [major technical benefits, including reduced heat of hydration, reduced permeability, and improved resistance to alkali-silica reaction (ASR), sulfate attack, and delayed ettringite formation (DEF)] to concrete, several technical and practical issues must still

6648-1 [CTR] ... FHWA/TX-13/0-6648-1

Full-text Link:
http://library.ctr.utexas.edu/ctr-publications/0-6648-1.pdf
4 MB
______________________________________________________________________________________________________

Non-Destructive Evaluation of In-Service Concrete Structures Affected by Alkali-Silica Reaction (ASR) or Delayed Ettringite Formation (DEF). Final Report, Part I

3.

2013 ... Eric R. Giannini [and six others] · Alkali-silica reaction (ASR) and delayed ettringite formation (DEF) are expansive reactions that can lead to the premature deterioration of concrete structures. Both have been implicated in the deterioration of numerous structures around the world, including many transportation structures in Texas.

6491-1 pt.1 [CTR] ... FHWA/TX-13/0-6491-1 [Part 1]

Full-text Link:
http://library.ctr.utexas.edu/ctr-publications/0-6491-1.pdf
5.2 MB
______________________________________________________________________________________________________

0-6491, Non-destructive Evaluation of In-Service Concrete Structures Affected by Alkali-Silica Reaction (ASR) or Delayed Ettringite Formation (DEF)

4.

2013 ... Research Performed by: Center for Transportation Research; Research Supervisor: Kevin Folliard; Researchers: Eric R. Giannini [and five others] · "Alkali-silica reaction (ASR) and delayed ettringite formation (DEF) are expansive reactions that can lead to the premature deterioration of concrete structures. Both have been

6491 PSR [CTR] ... 0-6491-S ... Project Summary Report

Full-text Link:
http://library.ctr.utexas.edu/hostedpdfs/txdot/psr/0-6491-s.pdf
150 KB
______________________________________________________________________________________________________

ConcreteWorks Implementation : Final Report

5.

2013 ... Corey Meeks, Dr. Kevin Folliard · Under TxDOT Project 0-4563, researchers at The University of Texas at Austin developed an innovative software package known as ConcreteWorks, which gives laboratory technicians, engineers, inspectors, and contractors a tool that combines concrete design, analysis, and performance prediction to

4563-01-1 [CTR] ... FHWA/TX-12/5-4563-01-1

Full-text Link:
http://www.utexas.edu/research/ctr/pdf_reports/5_4563_01_1.pdf
· http://library.ctr.utexas.edu/ctr-publications/5-4563-01-1/5-4563-01-1-cdrom.zip
15.6 MB report PDF; 6.6 MB supplement ZIP
______________________________________________________________________________________________________

0-6648, Characterizing Class C Fly Ashes for Alkali Silica Reaction Mitigation Effectiveness

6.

2013 ... Research Performed by: Center for Transportation Research; Research Supervisor: K. Folliard; Researchers: K. Kruse [and three others] · "Fly ash is a byproduct material produced from coal-combustion power plants and is one of the most commonly used supplementary cementing materials (SCMs) in the world. Prudent use

6648 PSR [CTR] ... 0-6648-S ... Project Summary Report

Full-text Link:
http://library.ctr.utexas.edu/hostedpdfs/txdot/psr/6648.pdf

______________________________________________________________________________________________________

Development of Predictive Model for Bridge Deck Cracking and Strength Development

7.

[2012] ... [Research Performed by: Center for Transportation Research; Research Supervisor: Dr. Kevin Folliard; Researchers: Phil Pesek and three others] · "While early-age cracking will not cause failure of a bridge deck system independently, the penetration of deleterious substances through the early-age cracks into the bridge deck

6332 PSR [CTR] ... 0-6332-S ... Project Summary Report

Full-text Link:
http://library.ctr.utexas.edu/hostedpdfs/txdot/psr/6332.pdf

______________________________________________________________________________________________________

Alkali Silica Reactivity Surveying and Tracking Guidelines

8.

2012 ... [authors, M.D.A. Thomas, B. Fournier, K.J. Folliard, and Y.A. Resendez (The Transtec Group, Inc.)]. · This document is intended to serve as guidelines for State highway agencies (SHAs) to survey and track transportation infrastructure affected by alkali-silica reactivity (ASR). The focus of the guidelines is to assist

FHWA-HIF-12-046 ... FHWA-HIF-12-046

Full-text Link:
http://www.fhwa.dot.gov/pavement/concrete/asr/pubs/hif12046.pdf
2 MB
______________________________________________________________________________________________________

Laboratory and Field Evaluations of External Sulfate Attack in Concrete

9.

2011 ... Thanos Drimalas [and four others] · Sulfate attack is a complex form of deterioration that has damaged concrete structures throughout the world. Sulfate attack is particularly complex because the source of sulfates can be external or internal (delayed ettringite formation), and the distress can be chemical in nature, due to alteration

4889-1 [CTR] ... FHWA/TX-11/0-4889-1

Full-text Link:
http://www.utexas.edu/research/ctr/pdf_reports/0_4889_1.pdf
6.1 MB
______________________________________________________________________________________________________

Concrete Works Source Code

10.

2010 ... Kevin Folliard and Kyle Riding · The ConcreteWorks suite of software includes ConcreteWorks and MixProportions. The ConcreteWorks program currently can calculate mass concrete temperature development, ASR Susceptability, and DEF susceptability. ConcreteWorks has six built in mass concrete member temperature

6332-P3 [CTR] ... Product 0-6332-P3

Full-text Link:
No online resource supplied by publisher
______________________________________________________________________________________________________

ConcreteWorks Training Materials : Video, User Guide, Training Materials, and Specifications

11.

2010 ... Kevin Folliard · "ConcreteWorks is designed to be a user-friendly concrete mixture proportioning, thermal analysis, and chloride diffusion service life software package. The software package contains design modules for several mass concrete shapes, bridge decks types, precast concrete beams, and concrete pavements."

4563-01-P1 [CTR] ... Product 5-4563-01-P1

Full-text Link:
http://library.ctr.utexas.edu/digitized/products/5-4563-01-P1_PDFsOnly.zip
13 MB ZIP of PDFs. Video Tutorials on CD-ROM only.
______________________________________________________________________________________________________

Sulfate Resistance of Concrete Exposed to External Sulfate Attack

12.

2009 ... Kevin J. Folliard [and four others] · Sulfate attack is a complex form of deterioration that has damaged concrete structures throughout the world. Sulfate attack is particularly complex because the source of sulfates can be external or internal (delayed ettringite formation), and the distress can be chemical in nature, due to alteration

4889 [CTR] ... PSR 0-4889 ... Project Summary Report, 0-4889

Full-text Link:
http://ftp.dot.state.tx.us/pub/txdot-info/rti/psr/4889.pdf

______________________________________________________________________________________________________

ASR/DEF-Damaged Bent Caps : Shear Tests and Field Implications

13.

2009 ... by Dean J. Deschenes, Oguzhan Bayrak and Kevin J. Folliard · "Over the last decade, a number of reinforced concrete bent caps within Houston, Texas have exhibited premature concrete damage (cracking, spalling and a loss of material strength) due to alkali-silica reaction (ASR) and/or delayed ettringite formation (DEF). The

Deschenes 2009 ... Technical Report No. 12-8XXIA006 ... IAC Report, 12-8xxIA006

Full-text Link:
http://library.ctr.utexas.edu/digitized/IACreports/IAC-12-8XXIA006.pdf
10.5 MB
______________________________________________________________________________________________________

Phase 1 Report on the Development of Predictive Model for Bridge Deck Cracking and Strength Development

14.

2009 ... Kevin Folliard [and four others] · Early-age cracking, typically caused by drying shrinkage (and often coupled with autogenous and thermal shrinkage), can have several detrimental effects on long-term behavior and durability. Cracking can also provide ingress of water that can drive chemical reactions, such as alkali-silica reaction

6332-1 [CTR] ... 0-6332-1

Full-text Link:
http://www.utexas.edu/research/ctr/pdf_reports/0_6332_1.pdf
1.1 MB
______________________________________________________________________________________________________

Effects of Texas Fly Ash on Air Entrainment in Concrete : Comprehensive Report

15.

2009 ... Dr. Kevin J. Folliard [and four others] · This report summarizes a comprehensive joint-research project, funded by The Texas Department of Transportation (TxDOT) and performed by researchers at The University of Texas at Austin and Cornell University. This three-volume report is perhaps the most complete study to date on this

5207-1 [CTR] ... 0-5207-1

Full-text Link:
http://www.utexas.edu/research/ctr/pdf_reports/0_5207_1.pdf
10.7 MB
______________________________________________________________________________________________________

Investigation of the Internal Stresses Caused by Delayed Ettringite Formation in Concrete

16.

2008 ... Bedford Burgher [and four others] · Delayed ettringite formation (DEF) in concrete has been identified in recent as a significant cause of deterioration in some of the reinforced concrete infrastructure in Texas. This report is part of a research project, TxDOT project 5218, to investigate the possible long-term structural and durability

5218-1 [CTR] ... FHWA/TX-09/0-5218-1

Full-text Link:
http://www.utexas.edu/research/ctr/pdf_reports/0_5218_1.pdf
2 MB
______________________________________________________________________________________________________

Extending Service Life of Large or Unusual Structures Affected by Premature Concrete Deterioration

17.

2008 ... Kevin J. Folliard [and four others] · This research is designed to build on the success of TxDOT Project 0-4085 and related projects underway at the Concrete Durability Center (CDC) at UT-Austin and to extend the expertise and knowledge to field structures in Texas. This project will be multi-faceted and will include several key

5218 [CTR] ... PSR 0-5218 ... Project Summary Report, 0-5218

Full-text Link:
http://ftp.dot.state.tx.us/pub/txdot-info/rti/psr/5218.pdf

______________________________________________________________________________________________________

Prediction Model for Concrete Behavior : Final Report

18.

2008 ... Kevin J. Folliard [and eight others] · This report summarizes work performed under Texas Department of Transportation (TxDOT) Project 4563, Prediction Model for Concrete Behavior. The main product developed under this project is a software program, named Concrete Works, which gives laboratory technicians, engineers, and

4563-1 [CTR] ... FHWA/TX-08/0-4563-1

Full-text Link:
http://www.utexas.edu/research/ctr/pdf_reports/0_4563_1.pdf

______________________________________________________________________________________________________

Feasibility Study for Development of Marine Exposure Site : Technical Report

19.

2008 ... Kevin J. Folliard [and three others] · Durability is a serious issue for managers of the U.S. transportation infrastructure. Work remains to be done to improve the service life, life-cycle durability, and both direct and indirect life-cycle cost of reinforced concrete, steel, and other structural materials in all environments throughout the state

5266-1 [TTI] ... FHWA/TX-08/0-5266-1

Full-text Link:
http://tti.tamu.edu/documents/0-5266-1.pdf

______________________________________________________________________________________________________

Development of a Recommended Practice for Use of Controlled Low-Strength Material in Highway Construction

20.

2008 ... Lianxiang Du [and five others] · This report summarizes the results of a project to evaluate the use of controlled low-strength material (CLSM) in highway construction applications, in particular, as backfill, utility bedding, and void fill and in bridge approaches. A key product presented in this report is a recommended practice

NCHRP Report 597 ... NCHRP Report 597 ... Report (National Cooperative Highway Research Program -

Full-text Link:
http://onlinepubs.trb.org/onlinepubs/nchrp/nchrp_rpt_597.pdf

______________________________________________________________________________________________________

Evaluation of Class C Fly Ash in Sulfate Environments

21.

2008 ... Thanos Drimalas and Kevin Folliard · This report describes the evaluation of Class C fly ash in sulfate environments. The practical relevance of this is especially critical in regions where high-calcium ash is the only type of fly ash available. Research is needed to identify what specific characteristics of high-calcium fly ash impact

4889-2 [CTR] ... 0-4889-2

Full-text Link:
http://www.utexas.edu/research/ctr/pdf_reports/0_4889_2.pdf
152 KB
______________________________________________________________________________________________________

Prediction Model for Concrete Behavior

22.

2007 ... RS: Kevin J. Folliard; Researchers: Maria C.G. Juenger [and four others] · Excessive heat generation during land pavements placement and curing of concrete can result in concrete of poor quality. Thermal shock can result, leading to excessive cracking. Under certain conditions excessive heat can also trigger delayed ettringite

4563-s [CTR] ... PSR 0-4563 ... Project Summary Report, 0-4563

Full-text Link:
http://ftp.dot.state.tx.us/pub/txdot-info/rti/psr/0-4563.pdf

______________________________________________________________________________________________________

Effects of Texas Fly Ash on Air Entrainment in Concrete

23.

2007 ... RS: Kevin J. Folliard; Researchers: M. Tyler Ley and Andy Naranjo · In order to produce durable concrete in regions exposed to cycles of freezing and thawing, it is essential that concrete be air entrained. Air entrainment is achieved through the use of air-entraining admixtures (AEAs), which have been used successfully for over 60

5207-s [CTR] ... PSR 0-5207 ... Project Summary Report, 0-5207

Full-text Link:
http://ftp.dot.state.tx.us/pub/txdot-info/rti/psr/0-5207.pdf

______________________________________________________________________________________________________

Feasibility Study for Development of Marine Exposure Site

24.

2007 ... Kenneth Reinschmidt [and three others] · Durability is a serious issue for U.S. transportation infrastructure. The direct costs related to lack of durability are high and increasing, and there are substantial indirect costs to the traveling public due to deteriorated facilities. A recent study by the Federal Highway

5266-s [TTI] ... PSR 0-5266 ... Project Summary Report, 0-5266

Full-text Link:
http://ftp.dot.state.tx.us/pub/txdot-info/rti/psr/5266.pdf

______________________________________________________________________________________________________

Concrete Works : Concrete Durability and Mixture Proportioning Software

25.

2007 ... Kevin Folliard · This CD-ROM includes ConcreteWorks 2 and multiple zipped video tutorials. · Publ. by: University of Texas at Austin. Center for Transportation Research (CTR).

4563-P1 [CTR] ... Product 0-4563-P1

Full-text Link:
http://library.ctr.utexas.edu/digitized/products/5-4563-01-P1_PDFsOnly.zip
13 MB ZIP = documentation only. Videos not available online.
______________________________________________________________________________________________________

Durability of Segmental Retaining Wall Blocks : Final Report

26.

2007 ... Cesar Chan [and four others] · Segmental retaining wall (SRW) systems are commonly and successfully used in a range of applications, including highway projects. Their popularity can be attributed to a combination of reduced construction costs, versatility, aesthetic appearance, ease of installation, and an increasing number of

FHWA-HRT-07-021 ... FHWA-HRT-07-021

Full-text Link:
http://www.fhwa.dot.gov/publications/research/infrastructure/structures/07021/

______________________________________________________________________________________________________

The Use of Lithium to Prevent or Mitigate Alkali-Silica Reaction in Concrete Pavements and Structures

27.

2007 ... Michael D.A. Thomas [and four others] · Alkali-silica reaction (ASR) was first identified as a form of concrete deterioration in the late 1930s (Stanton 1940). Approximately 10 years later, it was discovered that lithium compounds can be used to control expansion due to ASR. There has recently been increased interest in

FHWA-HRT-06-133 ... FHWA-HRT-06-133

Full-text Link:
http://www.fhwa.dot.gov/publications/research/infrastructure/pavements/concrete/06133/06133.pdf

______________________________________________________________________________________________________

PCDD Database (Premature Concrete Deterioration Database)

28.

2006 ... Kevin Folliard · This product is intended to provide guidance to the Texas Department of Transportation (TxDOT) on the type of data that should be collected for new concrete structures and pavements. The information provided herein is based on research performed under TxDOT Project 0-4085, “Preventing Alkali-Silica Reaction

4085-P3 [CTR] ... Product 0-4085-P3

Full-text Link:
http://www.utexas.edu/research/ctr/pdf_reports/0_4085_P3.pdf

______________________________________________________________________________________________________

Fibers in Continuously Reinforced Concrete Pavements : A Summary

29.

2006 ... Kevin J. Folliard, David P. Whitney, David Sutfin, and Ryan Turner · Continuously reinforced concrete pavement (CRCP) is the major type of highway pavement used for the expressways in the urban parts of Texas because of its increased ride quality, minimal maintenance, and extended service life afforded from CRCP.

4392-S [CTR] ... PSR 0-4392-S ... Project Summary Report, 0-4392

Full-text Link:
http://ftp.dot.state.tx.us/pub/txdot-info/rti/psr/0_4392_s.pdf

______________________________________________________________________________________________________

Fiber in Continuously Reinforced Concrete Pavements

30.

2006 ... Kevin Folliard, David Sutfin, Ryan Turner and David P. Whitney · Continuously reinforced concrete pavement (CRCP) is a major form of highway pavement in Texas due to its increase in ride quality, minimal maintenance, and extended service life. However, CRCP may sometimes experience pavement distress that results

4392-2 [CTR] ... 0-4392-2

Full-text Link:
http://www.utexas.edu/research/ctr/pdf_reports/0_4392_2.pdf

______________________________________________________________________________________________________

Preventing Alkali-Silica Reaction and Delayed Ettringite Formation in New Concrete

31.

2006 ... Kevin J. Folliard [and six others] · The state of Texas has been widely impacted by materials-related distress in various transportation structures. This distress has been mainly attributed to alkali-silica reaction (ASR) and delayed ettringite formation (DEF) and has been commonly referred to by the Texas Department of

4085-S [CTR] ... PSR 0-4085-S ... Project Summary Report, 0-4085

Full-text Link:
http://www.utexas.edu/research/ctr/pdf_reports/0_4085_S.pdf

______________________________________________________________________________________________________

Interim Recommendations for the Use of Lithium to Mitigate or Prevent Alkali-Silica Reaction (ASR)

32.

2006 ... Kevin J. Folliard [and four others] · Alkali-silica reaction (ASR) is a significant durability problem that has resulted in premature deterioration of various types of concrete structures in the United States and throughout the world. Although several viable methods exist to prevent ASR-induced damage in new concrete structures, very

FHWA-HRT-06-073 ... FHWA-HRT-06-073

Full-text Link:
http://www.fhwa.dot.gov/pavement/pccp/pubs/06073/06073.pdf

______________________________________________________________________________________________________

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

33.

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

______________________________________________________________________________________________________

Preventing ASR/DEF in New Concrete : Final Report

34.

2006 ... Kevin J. Folliard [and ten others] · The state of Texas has been widely impacted by materials-related distress in various transportation structures. This distress has been mainly attributed to alkali-silica reaction (ASR) and delayed ettringite formation (DEF) and has been commonly referred to by the Texas Department of

4085-5 [CTR] ... 0-4085-5

Full-text Link:
http://www.utexas.edu/research/ctr/pdf_reports/0_4085_5.pdf
5.4 MB
______________________________________________________________________________________________________

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

35.

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

______________________________________________________________________________________________________

Alkali-Silica Reaction and Delayed Ettringite Formation in Concrete : A Literature Review

36.

2006 ... Stacy Bauer, Brian Cornell, David Figurski, Tyler Ley, Jorge Miralles, and Dr. Kevin Folliard · Recently in Texas, there has been significant damage of field structures resulting from concrete durability problems. Alkali-silica reaction (ASR) and delayed ettringite formation (DEF), or combinations of the two, have been found to be the main

4085-1 [CTR] ... 0-4085-1

Full-text Link:
http://www.utexas.edu/research/ctr/pdf_reports/0_4085_1.pdf

______________________________________________________________________________________________________

Guidelines for the Use of Lithium to Mitigate or Prevent Alkali-Silica Reaction (ASR)

37.

2003 ... Kevin J. Folliard, Michael D. A. Thomas, and Kimberly E. Kurtis · Alkali-silica reaction (ASR) is a significant durability problem that has resulted in premature deterioration of various types of concrete structures in the United States and throughout the world. Although several viable methods exist to prevent ASR-induced damage

FHWA-RD-03-047 ... FHWA-RD-03-047

Full-text Link:
http://www.fhwa.dot.gov/publications/research/infrastructure/pavements/pccp/03047/
Website
______________________________________________________________________________________________________

Evaluation of Alternative Materials to Control Drying-Shrinkage Cracking in Concrete Bridge Decks

38.

2003 ... Kevin Folliard [and four others] · In the United States, restrained shrinkage cracking of concrete bridge decks is a significant durability problem. The issues affecting restrained shrinkage cracking arise from design and construction practices, as well as material properties. The mechanisms of drying, autogenous, and carbonation

4098-4 [CTR] ... 0-4098-4

Full-text Link:
http://www.utexas.edu/research/ctr/pdf_reports/0_4098_4.pdf

______________________________________________________________________________________________________

Use of Innovative Materials to Control Restrained Shrinkage Cracking in Concrete Bridge Decks : A Summary

39.

2003 ... Kevin Folliard [and three others] · With the release of American Society of Civil Engineer?s (ASCE) 2003 Progress Report, an update to the 2001 Report Card for America?s Infrastructure in which the country?s infrastructure received a grade of D+, it is obvious that the United States faces a growing epidemic of deteriorating

4098-S [CTR] ... PSR 0-4098-S ... Project Summary Report, 0-4098

Full-text Link:
http://www.utexas.edu/research/ctr/pdf_reports/0_4098_S.pdf

______________________________________________________________________________________________________

Guidelines for the Use of Lithium to Mitigate or Prevent ASR

40.

2002 ... Kevin J. Folliard, Michael D.A. Thomas, and Kimberly Kurtis · Alkali-silica reaction (ASR) is a significant durability problem that results in premature deterioration of various types of concrete structures in the United States and throughout the world. Although several viable methods exist to prevent ASR-induced damage in new

MS-8223

Full-text Link:
No online resource supplied by publisher
______________________________________________________________________________________________________

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

41.

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

______________________________________________________________________________________________________

Geomaterials 2001

42.

2001 ... [various authors] · · CONTENTS: Assessment of Performance Specification Approach for Pavement Foundations / M. W. Frost, P. R. Fleming and C. D. F. Rogers; -- Characterizing Alkali-Silica Reactivity of Aggregates Using ASTM C 1293, ASTM C 1260, and Their Modifications / Wissam E. Touma, David W. Fowler,

TRR 1757 ... TRR 1757 ... Transportation Research Record (TRR), 1757

Full-text Link:
Ask librarian for assistance.
______________________________________________________________________________________________________

Restrained Shrinkage Cracking of Concrete Bridge Decks : State-of-the-Art Review

43.

2001 ... Michael D. Brown [and three others] · In the United States, restrained shrinkage cracking is a significant durability problem. The issues affecting restrained shrinkage cracking arise from design and construction practices, as well as material properties. The mechanisms of drying, autogenous, and carbonation shrinkage are presented

4098-1 [CTR] ... FHWA/TX-0-4098-1

Full-text Link:
http://www.utexas.edu/research/ctr/pdf_reports/4098_1.pdf
7.46 MB
______________________________________________________________________________________________________

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

44.

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
______________________________________________________________________________________________________



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