Author: Karl Gullerud
Publisher:
ISBN:
Category : Aggregates (Building materials)
Languages : en
Pages : 84
Book Description
Effects of Aggregate Coatings and Films on Concrete Performance
Author: Karl Gullerud
Publisher:
ISBN:
Category : Aggregates (Building materials)
Languages : en
Pages : 84
Book Description
Publisher:
ISBN:
Category : Aggregates (Building materials)
Languages : en
Pages : 84
Book Description
Expanded Study on the Effects of Aggregate Coating and Films on Concrete Performance
Author:
Publisher:
ISBN:
Category : Aggregates (Building materials)
Languages : en
Pages : 92
Book Description
Publisher:
ISBN:
Category : Aggregates (Building materials)
Languages : en
Pages : 92
Book Description
Wisconsin Transportation Research, 2000
Author: Wisconsin. Department of Transportation
Publisher:
ISBN:
Category : Highway planning
Languages : en
Pages : 64
Book Description
This Report to Stakeholders reviews some of our transportation research efforts in Wisconsin during the past four years. A few of these studies are already complete and have made a significant impact on the way we do business. Many of the projects will be finished in the coming months. For all of us interested in Wisconsin's transportation future, the report provides an overview of these diverse and laudable investigations.
Publisher:
ISBN:
Category : Highway planning
Languages : en
Pages : 64
Book Description
This Report to Stakeholders reviews some of our transportation research efforts in Wisconsin during the past four years. A few of these studies are already complete and have made a significant impact on the way we do business. Many of the projects will be finished in the coming months. For all of us interested in Wisconsin's transportation future, the report provides an overview of these diverse and laudable investigations.
Wisconsin Transportation Research
Author:
Publisher:
ISBN:
Category : Highway research
Languages : en
Pages : 66
Book Description
Publisher:
ISBN:
Category : Highway research
Languages : en
Pages : 66
Book Description
Proceedings fib Symposium in Copenhagen Denmark
Author: FIB – International Federation for Structural Concrete
Publisher: FIB - Féd. Int. du Béton
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 496
Book Description
Publisher: FIB - Féd. Int. du Béton
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 496
Book Description
Joint Participating Intermodal Surface Transportation Planning & Research Work Program
Author: Wisconsin. Department of Transportation
Publisher:
ISBN:
Category : Federal aid to transportation
Languages : en
Pages : 108
Book Description
Publisher:
ISBN:
Category : Federal aid to transportation
Languages : en
Pages : 108
Book Description
The Effects of Aggregate Coatings on the Performance of Portland Cement Concrete
Author: Karl J. Gullerud
Publisher:
ISBN:
Category :
Languages : en
Pages : 344
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 344
Book Description
Detecting Deleterious Fine Particles in Concrete Aggregates and Defining Their Impact
Author:
Publisher:
ISBN:
Category : Pavements, Reinforced concrete
Languages : en
Pages : 178
Book Description
Publisher:
ISBN:
Category : Pavements, Reinforced concrete
Languages : en
Pages : 178
Book Description
Aggregate Tests Related to Asphalt Concrete Performance in Pavements
Author: Prithvi S. Kandhal
Publisher: Transportation Research Board
ISBN: 9780309062596
Category : Technology & Engineering
Languages : en
Pages : 116
Book Description
Publisher: Transportation Research Board
ISBN: 9780309062596
Category : Technology & Engineering
Languages : en
Pages : 116
Book Description
Investigation of Testing Methods to Determine Long-term Durability of Wisconsin Aggregates
Author:
Publisher:
ISBN:
Category : Aggregates (Building materials)
Languages : en
Pages : 112
Book Description
Approximately 10 to 11 million tons of aggregates are utilized in transportation infrastructure projects in Wisconsin annually. The quality of aggregates has a tremendous influence on the performance and durability of roadways and bridges. In this Phase II research study, detailed statistical analyses were performed on over 1,000 sets of historical aggregate test results and the experimental results from the Phase I study. Test results from other states were analyzed as well. Aggregate tests were performed on 12 known marginal or poor Wisconsin aggregates to specifically address test performance of such aggregates. Selected aggregates were scanned using X-ray computed tomography to assess the effects of freeze-thaw and sodium sulfate exposure on the internal void system. The results of multi-parameter logistic regression analyses show that the pass/fail outcomes of the Micro-Deval test can be predicted when LA abrasion, absorption, and sodium sulfate soundness test results are known. The unconfined freeze-thaw test outcomes cannot be predicted from results of other tests (not correlated). Therefore, the unconfined freeze-thaw test should be part of any test protocol as it measures an aggregate characteristic that cannot be obtained from other tests. The percentiles associated with any proposed acceptance threshold limits for various aggregate tests should be determined using the statistical data provided.
Publisher:
ISBN:
Category : Aggregates (Building materials)
Languages : en
Pages : 112
Book Description
Approximately 10 to 11 million tons of aggregates are utilized in transportation infrastructure projects in Wisconsin annually. The quality of aggregates has a tremendous influence on the performance and durability of roadways and bridges. In this Phase II research study, detailed statistical analyses were performed on over 1,000 sets of historical aggregate test results and the experimental results from the Phase I study. Test results from other states were analyzed as well. Aggregate tests were performed on 12 known marginal or poor Wisconsin aggregates to specifically address test performance of such aggregates. Selected aggregates were scanned using X-ray computed tomography to assess the effects of freeze-thaw and sodium sulfate exposure on the internal void system. The results of multi-parameter logistic regression analyses show that the pass/fail outcomes of the Micro-Deval test can be predicted when LA abrasion, absorption, and sodium sulfate soundness test results are known. The unconfined freeze-thaw test outcomes cannot be predicted from results of other tests (not correlated). Therefore, the unconfined freeze-thaw test should be part of any test protocol as it measures an aggregate characteristic that cannot be obtained from other tests. The percentiles associated with any proposed acceptance threshold limits for various aggregate tests should be determined using the statistical data provided.