Practices for Unbound Aggregate Pavement Layers

2019 ◽

Author(s):

Zi-Ran Fan ◽

Chuang-Min Li

Keyword(s):

Pavement Layers ◽

Unbound Aggregate

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Crosspave: a multi-layer elastic analysis programme considering stress-dependent and cross-anisotropic behaviour of unbound aggregate pavement layers

International Journal of Pavement Engineering ◽

10.1080/10298436.2020.1821025 ◽

2020 ◽

pp. 1-15

Author(s):

Brundaban Beriha ◽

Umesh C. Sahoo ◽

Debakanta Mishra

Keyword(s):

Elastic Analysis ◽

Anisotropic Behaviour ◽

Analysis Programme ◽

Pavement Layers ◽

Stress Dependent ◽

Unbound Aggregate

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Fines inclusion in a crushed limestone unbound aggregate base course material with 25.4-mm maximum particle size

Transportation Geotechnics ◽

10.1016/j.trgeo.2017.02.001 ◽

2017 ◽

Vol 10 ◽

pp. 96-108 ◽

Cited By ~ 8

Author(s):

Abdolreza Osouli ◽

Sajjad Salam ◽

Erol Tutumluer ◽

Heather Shoup

Keyword(s):

Particle Size ◽

Maximum Particle Size ◽

Base Course Material ◽

Course Material ◽

Maximum Particle ◽

Base Course ◽

Aggregate Base ◽

Crushed Limestone ◽

Unbound Aggregate

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Some aspects of the design of surface pavement layers. Conference

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts ◽

10.1016/0148-9062(74)91932-9 ◽

1974 ◽

Vol 11 (8) ◽

pp. A175

Keyword(s):

Pavement Layers

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Automatic detection of multiple pavement layers from GPR data

NDT & E International ◽

10.1016/j.ndteint.2007.09.001 ◽

2008 ◽

Vol 41 (2) ◽

pp. 69-81 ◽

Cited By ~ 69

Author(s):

Samer Lahouar ◽

Imad L. Al-Qadi

Keyword(s):

Automatic Detection ◽

Pavement Layers

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Optical fiber sensing technology for full-scale condition monitoring of pavement layers

Road Materials and Pavement Design ◽

10.1080/14680629.2018.1547656 ◽

2018 ◽

Vol 21 (5) ◽

pp. 1258-1273

Author(s):

Hua-Ping Wang ◽

Ping Xiang ◽

Li-Zhong Jiang

Keyword(s):

Optical Fiber ◽

Condition Monitoring ◽

Full Scale ◽

Fiber Sensing ◽

Sensing Technology ◽

Optical Fiber Sensing ◽

Pavement Layers

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Predicting Rutting of Unbound Aggregate Layers Using Total Void Calculation under Full-Scale Testing at the FAA National Airport Pavement Test Facility

Paving Materials and Pavement Analysis ◽

10.1061/41104(377)63 ◽

2010 ◽

Author(s):

Jeffrey Gagnon ◽

Navneet Garg

Keyword(s):

Full Scale ◽

Test Facility ◽

Airport Pavement ◽

Unbound Aggregate ◽

Full Scale Testing

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Quality control in the construction of asphalt concrete pavement layers

Bituminous Mixtures and Pavements VI ◽

10.1201/b18538-111 ◽

2015 ◽

pp. 785-788

Author(s):

B Pecheny ◽

A Nikolov

Keyword(s):

Quality Control ◽

Asphalt Concrete ◽

Concrete Pavement ◽

Pavement Layers ◽

Asphalt Concrete Pavement

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Anisotropy level prediction model of unbound aggregate systems

Advances in Transportation Geotechnics ◽

10.1201/9780203885949-38 ◽

2008 ◽

pp. 267-276

Keyword(s):

Prediction Model ◽

Unbound Aggregate

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Contact stiffness affecting discrete element modelling of unbound aggregate granular assemblies

Advances in Transportation Geotechnics ◽

10.1201/9780203885949-26 ◽

2008 ◽

pp. 181-186

Keyword(s):

Contact Stiffness ◽

Discrete Element ◽

Discrete Element Modelling ◽

Element Modelling ◽

Granular Assemblies ◽

Unbound Aggregate

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Practices for Unbound Aggregate Pavement Layers

The Effect of Aggregate Characteristics on the Performance of Unbound Aggregate Pavement Layers

Crosspave: a multi-layer elastic analysis programme considering stress-dependent and cross-anisotropic behaviour of unbound aggregate pavement layers

Fines inclusion in a crushed limestone unbound aggregate base course material with 25.4-mm maximum particle size

Some aspects of the design of surface pavement layers. Conference

Automatic detection of multiple pavement layers from GPR data

Optical fiber sensing technology for full-scale condition monitoring of pavement layers

Predicting Rutting of Unbound Aggregate Layers Using Total Void Calculation under Full-Scale Testing at the FAA National Airport Pavement Test Facility

Quality control in the construction of asphalt concrete pavement layers

Anisotropy level prediction model of unbound aggregate systems

Contact stiffness affecting discrete element modelling of unbound aggregate granular assemblies

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