Porous Asphalt and Permeable Friction Course Overlays
Porous asphalt typically consists of conventional warm mix asphalt (WMA) or hot mix asphalt (HMA) with significantly reduced fines resulting in an open-graded mixture that allows water...

Pervious Concrete
Pervious concrete consists of a hydraulic cementitious binding system combined with an open-graded aggregate to produce a rigid pavement with typically 15% to 25% interconnected void space....

A Probabilistic Approach to Karstic Foundation Variability
Karst is a landscape formed in soluble rocks caused by movement of water that has become slightly acidic. Limestone, dolomite, and gypsum are vulnerable to these influences and may be...

Mine Voids: What's Down There, Anyway? Characterizing Mine Voids for Civil Construction

Density Tests above Zero Air Voids Line
(Originally published in J. of Geotechnical Engineering, 1989, 115(7), 1003-1018.)...

Additional Liability Insurance Requirement Declared Void

Nonlocal Integral Formulations of Plasticity and Damage: Survey of Progress
Modeling of the evolution of distributed damage such as microcracking, void formation, and softening frictional slip necessitates strain-softening constitutive models. The nonlocal continuum...

Supreme Court Upholds EPA Powers, Voids Rule

Pavements: Soap Bubbles Chart Voids in Asphalt

Contractor's Negligence Voids Indemnification Claims

Sand Structure Differences Resulting from Specimen Preparation Procedures

Liquefaction of Silts and Silt-Clay Mixtures

Intergranular Void Ratio - Steady State Strength Relations for Silty Sands

Compaction Grouting to Reduce Seismic Risk and Collapse Potential for Freeway Storm Drain System

Insurance Provision Void

Mitigation of Void Development under Bridge Approach Slabs Using Rubber Tire Chips
The problem of void development under bridge approach slabs has been correlated to the use of integral abutment bridges (Schaefer and Koch, 1992). This void development then causes settlement...

Determination of Void Fabric Tensor of Soils Without Radial Sampling Bias

Initial Fabric and Uniformity of a Sand Specimen - An Image Analysis Approach

Design and Construction Considerations in Filling A Void Under the Webber Dam Spillway

Breaking Wave Measurement by a Void Fraction Technique
Breaking of steep surface gravity waves in seas under moderate to strong wind forcing always involves the entrainment of air into the water column below the air-sea interface. As such,...

 

 

 

 

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