Transport Research International Documentation (TRID) https://trid.trb.org/ en-us Copyright © 2026. National Academy of Sciences. All rights reserved. http://blogs.law.harvard.edu/tech/rss tris-trb@nas.edu (Bill McLeod) tris-trb@nas.edu (Bill McLeod) Transport Research International Documentation (TRID) https://trid.trb.org/Images/PageHeader-wTitle.jpg https://trid.trb.org/ Performance of GCL after 10 Years in Service in the Arctic https://trid.trb.org/View/1314256 Thu, 24 Jul 2014 15:21:44 GMT https://trid.trb.org/View/1314256 Dynamic Shear Strength of Geosynthetic Clay Liners https://trid.trb.org/View/1266533 Thu, 21 Nov 2013 09:14:58 GMT https://trid.trb.org/View/1266533 Index Puncture Resistance of Geomembranes Using Various Protection Geosynthetics https://trid.trb.org/View/1254970 Fri, 05 Jul 2013 14:10:21 GMT https://trid.trb.org/View/1254970 Mineral Barriers against Natural Contamination from Excavated Rocks https://trid.trb.org/View/1244107 As >> Pb >> Fe > Zn, while for zeolite, Al ≈ Cu > As > Fe > Zn > Pb, and for ferrihydrate, As > Al > Cu > Fe > Pb ≈ Zn. These three minerals appear to be good candidates for ARD treatment.]]> Thu, 21 Feb 2013 09:11:39 GMT https://trid.trb.org/View/1244107 A Geocomposite Barrier for Hydrocarbon Containment in the Arctic https://trid.trb.org/View/870967 Wed, 24 Sep 2008 10:38:33 GMT https://trid.trb.org/View/870967 Application of Sliding Block Concept to Geosynthetic-Constructed Facilities https://trid.trb.org/View/798064 Tue, 30 Jan 2007 13:32:08 GMT https://trid.trb.org/View/798064 BTEX Diffusion and Sorption for a Geosynthetic Clay Liner at Two Temperatures https://trid.trb.org/View/761523 o-xylene>toluene>benzene, the diffusion coefficients have the order benzene>toluene>ethylbenzene>m&p-xylene=o-xylene. The reduction in diffusion and sorption coefficients with decreasing temperature have opposite effects in terms of the rate of contaminant movement through a GCL. However, it is shown that the decrease in transport due to a reduced diffusion coefficient dominates and mass transport is reduced at lower temperature.]]> Fri, 21 Oct 2005 07:58:08 GMT https://trid.trb.org/View/761523 EVALUATION OF SURFACE-RELATED PHENOMENA USING SEDIMENTATION TESTS https://trid.trb.org/View/677577 Sun, 15 Apr 2001 00:00:00 GMT https://trid.trb.org/View/677577 HYDRAULIC CONDUCTIVITY TESTING OF GEOSYNTHETIC CLAY LINERS (GCLS) USING THE CONSTANT VOLUME METHOD https://trid.trb.org/View/512903 Mon, 13 Dec 1999 00:00:00 GMT https://trid.trb.org/View/512903 1998 SPECIFIER'S GUIDE https://trid.trb.org/View/475504 Mon, 19 Jan 1998 00:00:00 GMT https://trid.trb.org/View/475504 SHEAR STRENGTH OF REINFORCED GEOSYNTHETIC CLAY LINER. DISCUSSIONS AND CLOSURE https://trid.trb.org/View/474868 Tue, 16 Dec 1997 00:00:00 GMT https://trid.trb.org/View/474868 SELECTED FACTORS INFLUENCING GCL HYDRAULIC CONDUCTIVITY https://trid.trb.org/View/577574 Sun, 09 Nov 1997 00:00:00 GMT https://trid.trb.org/View/577574 GEOSYNTHETIC CLAY LINERS, PART SIX: ION EXCHANGE https://trid.trb.org/View/575924 Mon, 28 Jul 1997 00:00:00 GMT https://trid.trb.org/View/575924 GEOSYNTHETIC CLAY LINERS. PART ONE: AN OVERVIEW https://trid.trb.org/View/470944 Mon, 24 Feb 1997 00:00:00 GMT https://trid.trb.org/View/470944 GEOSYNTHETIC CLAY LINERS. PART TWO: HYDRAULIC PROPERTIES https://trid.trb.org/View/470947 Mon, 24 Feb 1997 00:00:00 GMT https://trid.trb.org/View/470947