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Resilient Modulus Testing of Materials from Mn/ROAD, Phase 1

Resilient Modulus Testing of Materials from Mn/ROAD, Phase 1 PDF Author:
Publisher: DIANE Publishing
ISBN: 1428914080
Category : Pavements
Languages : en
Pages : 31

Book Description


Resilient Modulus Testing of Materials from Mn/ROAD, Phase 1

Resilient Modulus Testing of Materials from Mn/ROAD, Phase 1 PDF Author:
Publisher: DIANE Publishing
ISBN: 1428914080
Category : Pavements
Languages : en
Pages : 31

Book Description


Resilient Modulus Testing of Materials from Mn/ROAD, Phase 1

Resilient Modulus Testing of Materials from Mn/ROAD, Phase 1 PDF Author:
Publisher:
ISBN:
Category : Electronic government information
Languages : en
Pages : 104

Book Description


RESILENT MODULUS TESTING OF MATERIALS FROM MN/ROAD, PHASE 1

RESILENT MODULUS TESTING OF MATERIALS FROM MN/ROAD, PHASE 1 PDF Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 93

Book Description


Material Testing and Initial Pavement Design Modeling

Material Testing and Initial Pavement Design Modeling PDF Author: Susan R. Bigl
Publisher:
ISBN:
Category : Electronic government information
Languages : en
Pages : 60

Book Description


Modeling of Mn/ROAD Test Sections with the CRREL Mechanistic Pavement Design Procedure

Modeling of Mn/ROAD Test Sections with the CRREL Mechanistic Pavement Design Procedure PDF Author: Susan R. Bigl
Publisher: DIANE Publishing
ISBN: 1428913955
Category : Frost heaving
Languages : en
Pages : 50

Book Description
The U.S. Army Cold Regions Research and Engineering Laboratory is developing a mechanistic pavement design procedure for use in seasonal frost areas. The procedure was used to predict pavement performance of some test sections under construction at the Mn/ROAD facility. Simulations were conducted in three phases, investigating the effects on predictions of water table position, subgrade characteristics, asphalt model, and freeze season characteristics. The procedure predicted significantly different performance by the different test sections and highly variable results depending on the performance model applied. The simulated performance of the tests sections also was greatly affected by the subgrade conditions, e.g., density, soil moisture, and water table depth. In general, predictions for the full depth asphalt sections indicate that they will not fail due to cracking, but two of the three criteria for subgrade rufting indicate failure before the five or 10 year design life of the sections. Conventional sections are predicted not to fail due to subgrade rutting; however, sections including the more frost susceptible bases in their design are predicted to fail due to asphalt cracking relatively early in their design life, and sections with nonfrost susceptible bases are predicted to fail towards the end of the design life.

Material Testing and Initial Pavement Design Modeling

Material Testing and Initial Pavement Design Modeling PDF Author: Susan R. Bigl
Publisher:
ISBN:
Category : Engineering
Languages : en
Pages : 60

Book Description


Estimating Stiffness of Subgrade and Unbound Materials for Pavement Design

Estimating Stiffness of Subgrade and Unbound Materials for Pavement Design PDF Author: Anand J. Puppala
Publisher: Transportation Research Board
ISBN: 0309098114
Category : Technology & Engineering
Languages : en
Pages : 139

Book Description
At head of title: National Cooperative Highway Research Program.

Small Strain and Resilient Modulus Testing of Granular Soils

Small Strain and Resilient Modulus Testing of Granular Soils PDF Author: Peter Davich
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 117

Book Description


Modeling of Mn/ROAD Test Sections with the CRREL Mechanistic Pavement Design Procedure

Modeling of Mn/ROAD Test Sections with the CRREL Mechanistic Pavement Design Procedure PDF Author: Susan R. Bigl
Publisher:
ISBN:
Category : Electronic government information
Languages : en
Pages : 56

Book Description


Special Report

Special Report PDF Author:
Publisher:
ISBN:
Category : Arctic regions
Languages : en
Pages : 56

Book Description