Transport Research International Documentation (TRID) https://trid.trb.org/ en-us Copyright © 2024. 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/ THE FORCES ON RIGID CULVERTS UNDER HIGH FILLS https://trid.trb.org/View/124647 Mon, 12 Dec 1994 00:00:00 GMT https://trid.trb.org/View/124647 EFFECT OF HEAVY WHEEL LOADS ON 12-INCH-DIAMETER RIGID PIPE UNDER VARIOUS DEPTHS OF COVER https://trid.trb.org/View/106706 Thu, 28 Apr 1994 00:00:00 GMT https://trid.trb.org/View/106706 LATERAL STABILITY OF RIGID POLES PARTIALLY EMBEDDED IN SAND https://trid.trb.org/View/126652 Thu, 24 Mar 1994 00:00:00 GMT https://trid.trb.org/View/126652 CALIFORNIA'S CULVERT RESEARCH PROGRAM--DESCRIPTION, CURRENT STATUS, AND OBSERVED PERIPHERAL PRESSURES https://trid.trb.org/View/103877 Sat, 08 Jan 1994 00:00:00 GMT https://trid.trb.org/View/103877 THE MODIFICATION OF THE PRESSURES ON RIGID CULVERTS WITH FILL PROCEDURES https://trid.trb.org/View/103878 Sat, 08 Jan 1994 00:00:00 GMT https://trid.trb.org/View/103878 RIGID PIPE PROOF TESTING UNDER EXCESS OVERFILLS WITH VARYING BACKFILL PARAMETERS: SECTION VIII: ANALYSIS OF DISTRESS https://trid.trb.org/View/158384 Wed, 19 Nov 1980 00:00:00 GMT https://trid.trb.org/View/158384 RIGID PIPE PROOF TESTING UNDER EXCESS OVERFILLS WITH VARYING BACKFILL PARAMETERS SECTION V (VOLUME I): DATA ANALYSIS BY NEUTRAL POINT METHOD (THEORY AND COMPUTER CODE) https://trid.trb.org/View/152184 Thu, 26 Jun 1980 00:00:00 GMT https://trid.trb.org/View/152184 RIGID PIPE PROOF TESTING UNDER EXCESS OVERFILLS WITH VARYING BACKFILL PARAMETERS: SECTION V (VOLUME 5)--EFFECTIVE DENSITIES CALCULATED FROM INTERPOLATED, MODIFIED, MEASURED NORMAL TRACTIONS https://trid.trb.org/View/152185 Thu, 26 Jun 1980 00:00:00 GMT https://trid.trb.org/View/152185 RIGID PIPE PROOF TESTING UNDER EXCESS OVERFILLS WITH VARYING BACKFILL PARAMETERS: SECTION V (VOLUME 7)--NEUTRAL POINT ANALYSIS OUTPUT: QUASI-THEORETICAL BENDING MOMENTS, WITH EXPERIMENTAL MOMENTS https://trid.trb.org/View/152186 Thu, 26 Jun 1980 00:00:00 GMT https://trid.trb.org/View/152186 TEST TO DETERMINE THE BENDING MOMENT RESISTANCE OF RIGID PIPES https://trid.trb.org/View/69426 Wed, 14 Jun 1978 00:00:00 GMT https://trid.trb.org/View/69426