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/ Internal Sand Deformation around a Tunnel Boring Machine https://trid.trb.org/View/1316595 Tue, 02 Sep 2014 09:06:19 GMT https://trid.trb.org/View/1316595 DEM Analysis of Stresses and Deformations of Geogrid-Reinforced Embankments over Piles https://trid.trb.org/View/1216771 Mon, 22 Oct 2012 09:14:43 GMT https://trid.trb.org/View/1216771 Cavity expansion in cohesive frictional soils https://trid.trb.org/View/1194416 Fri, 24 Aug 2012 13:53:18 GMT https://trid.trb.org/View/1194416 Failure Envelope of Pipe Pile Foundation under Combined Loading https://trid.trb.org/View/1110243 Mon, 08 Aug 2011 14:24:27 GMT https://trid.trb.org/View/1110243 Modeling of Soil-Structure Interaction in Presence of Large Deformations in Soil https://trid.trb.org/View/1092401 Mon, 23 May 2011 07:15:10 GMT https://trid.trb.org/View/1092401 Investigation into Artificial Ground Freezing Technique for a Cross Passage in Metro https://trid.trb.org/View/968707 Wed, 20 Oct 2010 10:34:20 GMT https://trid.trb.org/View/968707 Interaction Effect of Retaining Wall and Existing Foundations in Braced Excavation https://trid.trb.org/View/968706 Wed, 20 Oct 2010 10:34:19 GMT https://trid.trb.org/View/968706 Deformation of Anchor-Sheet Pile Wall Retaining System at Deep Excavations in Soft Soils Overlying Bedrock https://trid.trb.org/View/968689 Tue, 19 Oct 2010 07:48:04 GMT https://trid.trb.org/View/968689 Numerical Study on the Deformation and Failure of Reinforced Sand Retaining Walls Subjected to the Vertical Load https://trid.trb.org/View/968406 Mon, 18 Oct 2010 08:24:43 GMT https://trid.trb.org/View/968406 Using TDR Cables and GPS for Landslide Monitoring in High Mountain Area https://trid.trb.org/View/900806 Mon, 28 Sep 2009 07:19:37 GMT https://trid.trb.org/View/900806 Centrifuge Modeling of Earthquake Effects on Buried High-Density Polyethylene (HDPE) Pipelines Crossing Fault Zones https://trid.trb.org/View/873824 Tue, 25 Nov 2008 07:34:30 GMT https://trid.trb.org/View/873824 Central Artery/Tunnel Project Excavation Induced Ground Deformations https://trid.trb.org/View/873212 Fri, 31 Oct 2008 06:22:26 GMT https://trid.trb.org/View/873212 Uplift Mechanisms of Pipes Buried in Sand https://trid.trb.org/View/850837 Thu, 27 Mar 2008 10:27:01 GMT https://trid.trb.org/View/850837 Design Procedure for Pavements on Expansive Soils: Volume 2 https://trid.trb.org/View/782900 Mon, 26 Jun 2006 16:07:15 GMT https://trid.trb.org/View/782900 Pile Behavior Due to Excavation-Induced Soil Movement in Clay. I: Stable Wall https://trid.trb.org/View/778475 2%) due to stress relief as a result of the excavation, the induced pile bending moment and deflection reach their maximum values sometime after soil excavation and thereafter decrease slightly with time. For a pile located 3 m beyond the wall, the induced pile bending moment and deflection continue to increase slightly with time after excavation until the end of the test. A numerical model developed at the National University of Singapore is used to back-analyze the centrifuge test data. The method gives a reasonably good prediction of the induced bending moment and deflection on a pile located at 3 m or beyond the wall. For a pile located at 1 m behind the wall where the soil experiences large shear strain (>2%) due to stress relief resulting from the excavation, the calculated pile response is in good agreement with the measured data if the correct soil shear strength obtained from postexcavation is used in the analysis. However, if the original soil shear strength prior to excavation is used in the analysis, this leads to an overestimation of the maximum bending moment of about 25%. The practical implications of the findings are also discussed in this paper.]]> Thu, 13 Apr 2006 14:09:53 GMT https://trid.trb.org/View/778475