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RISEquivalent Modulus of Geogrid-Stabilized Granular Base Back-Calculated Using Permanent Deformation
Publisher: American Society of Civil Engineers
Abstract: Geogrids have been increasingly used for stabilization of base courses and subgrade. In the design of the geogrid-stabilized roads, the benefit of geogrids is usually quantified by a modulus improvement factor (MIF) so ...
Estimating Maximum Bending Moment in High-Density Polyethylene Pipes under Traffic Loading
Publisher: ASCE
Abstract: High-density polyethylene (HDPE) pipes have been widely adopted for municipal pipeline projects all over the world. HDPE pipe failures, including reduced flow capacity and wall buckling, have been reported extensively, and ...
Back-Calculation of Resilient Modulus and Prediction of Permanent Deformation for Fine-Grained Subgrade under Cyclic Loading
Publisher: American Society of Civil Engineers
Closure to “Laboratory Study on Geosynthetic Protection of Buried Steel-Reinforced HDPE Pipes from Static Loading” by Ryan Corey, Jie Han, Deep K. Khatri, and Robert L. Parsons
Publisher: American Society of Civil Engineers
Laboratory Evaluation of Deformations of Steel-Reinforced High-Density Polyethylene Pipes under Static Loads
Publisher: American Society of Civil Engineers
Abstract: A new product, steel-reinforced high-density polyethylene (SRHDPE) pipe, with high-strength steel reinforcing ribs wound helically and covered by corrosion-resistant high-density polyethylene (HDPE) resin inside and outside ...
Time-Dependent Field Performance of Steel-Reinforced High-Density Polyethylene Pipes in Soil
Publisher: ASCE
Abstract: Steel-reinforced high-density polyethylene (SRHDPE) pipe was developed to overcome the disadvantages of steel and high-density polyethylene (HDPE) pipes. In consideration of the long-term serviceability of buried pipes, ...