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    Physical Response of Geomembrane Wrinkles Overlying Compacted Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 010
    Author(s): S. Gudina; R. W. I. Brachman
    Publisher: American Society of Civil Engineers
    Abstract: The short-term physical response of a 1.5-mm-thick, high-density polyethylene geomembrane with an artificially formed wrinkle and overlying three different subgrade materials (sand and compacted clay at two initial water ...
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    Thickness and Hydraulic Performance of Geosynthetic Clay Liners Overlying a Geonet 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 004
    Author(s): S. Dickinson; R. W. I. Brachman; R. Kerry Rowe
    Publisher: American Society of Civil Engineers
    Abstract: Experimental results from physical testing are reported to examine the thickness and hydraulic performance of three geosynthetic clay liners (GCLs) overlying a geonet when subjected to vertical stresses (e.g., as may be ...
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    Axial Stress-Strain Response of HDPE from Whole Pipes and Coupons 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 010
    Author(s): J. A. Cholewa; R. W. I. Brachman; I. D. Moore
    Publisher: American Society of Civil Engineers
    Abstract: High-density polyethylene (HDPE) pipes are subjected to tensile stresses and strains in the axial direction during and after a pulled-in-place installation by horizontal directional drilling or pipe bursting. During these ...
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    Effectiveness of Viscoelastic Models for Prediction of Tensile Axial Strains during Cyclic Loading of High-Density Polyethylene Pipe 

    Source: Journal of Pipeline Systems Engineering and Practice:;2010:;Volume ( 001 ):;issue: 002
    Author(s): J. A. Cholewa; R. W. I. Brachman; I. D. Moore
    Publisher: American Society of Civil Engineers
    Abstract: High-density polyethylene (HDPE) pipelines are commonly installed using horizontal directional drilling (HDD), a trenchless construction technique used to replace or expand underground pipelines which generates cyclic axial ...
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    Estimating Liquefaction-Induced Lateral Displacements Using the Standard Penetration Test or Cone Penetration Test 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 008
    Author(s): G. Zhang; P. K. Robertson; R. W. I. Brachman
    Publisher: American Society of Civil Engineers
    Abstract: A semiempirical approach to estimate liquefaction-induced lateral displacements using standard penetration test (SPT) or cone penetration test (CPT) data is presented. The approach combines available SPT- and CPT-based ...
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    Short-Term Lateral Response of a Buried Modular Polymer Stormwater Collection Structure to Compaction and Overburden Pressure 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): R. W. I. Brachman; J. M. LeBlanc
    Publisher: American Society of Civil Engineers
    Abstract: Results from full-scale physical experiments are reported to identify and quantify short-term lateral response around the perimeter of a modular polymer stormwater collection structure during backfilling and under applied ...
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    Column Forces in a Buried Modular-Polymer Stormwater Collection Structure from Design-Truck Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 007
    Author(s): R. W. I. Brachman; J. M. LeBlanc
    Publisher: ASCE
    Abstract: Results from full-scale physical experiments are reported to quantify the column forces that develop in a modular, polymer stormwater collection structure when buried at its minimum soil cover and subjected to design-truck ...
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    Antioxidant Depletion from a High Density Polyethylene Geomembrane under Simulated Landfill Conditions 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 007
    Author(s): R. Kerry Rowe; M. Z. Islam; R. W. I. Brachman; D. N. Arnepalli; A. Ragab Ewais
    Publisher: American Society of Civil Engineers
    Abstract: Accelerated aging tests to evaluate the depletion of antioxidants from a high density polyethylene geomembrane are described. The effects of temperature, high pressure, and continuous leachate circulation on the aging of ...
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    Large-Scale Quantification of Wrinkles in a Smooth Black HDPE Geomembrane 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 006
    Author(s): M. J. Chappel; R. W. I. Brachman; W. A. Take; R. K. Rowe
    Publisher: American Society of Civil Engineers
    Abstract: Wrinkles are buckles or waves that develop from restrained thermal expansion when the geomembrane is left exposed to solar heating. Wrinkles can substantially reduce the effectiveness of the geomembrane as a hydraulic ...
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    Leakage through Holes in Geomembranes below Saturated Tailings 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 002
    Author(s): R. Kerry Rowe; Prabeen Joshi; R. W. I. Brachman; H. McLeod
    Publisher: American Society of Civil Engineers
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    DSpace software copyright © 2002-2015  DuraSpace
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