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    <managingEditor>tris-trb@nas.edu (Bill McLeod)</managingEditor>
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      <title>GCL DESIGN GUIDANCE SERIES PART 2: GCL DESIGN FOR SLOPE STABILITY</title>
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      <description><![CDATA[This article is a continuation of a 3-part series summarizing key aspects of the industry's first comprehensive GCL design guidance document (GundSeal GCL Design Manual, Thiel et al., 2001). This installment of the series focuses on slope stability. Relative to the role of GCLs when evaluating slope stability, the primary question focuses on what shear strength values should be used for analyses. This article explores that question and proposes answers that are dependent on the type of GCL selected and the boundary conditions.]]></description>
      <pubDate>Wed, 04 Sep 2002 00:00:00 GMT</pubDate>
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      <title>THE GEOTEXTILES AND GEOMEMBRANES MANUAL</title>
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      <description><![CDATA[This manual describes the development of geotextiles and geocomposites and gives a full description of their properties.  Sections are provided on: a) polymers and their identification; b) production processes; and c) physical properties such as tensile and tear strength, puncture and burst strengths, friction, pore size, permeability, transmissivity, creep and durability. Sections are also provided on geotextile design for various structures including erosion control, roads and railways, reinforced soil walls or slopes, and basal reinforcement. A section is also provided on standards and specifications. A products directory is included.]]></description>
      <pubDate>Wed, 16 Nov 1994 00:00:00 GMT</pubDate>
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