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contributor authorReda M. Bakeer
contributor authorMichael E. Barber
contributor authorJohn E. Taylor
contributor authorSean E. Pechon
date accessioned2017-05-08T21:17:16Z
date available2017-05-08T21:17:16Z
date copyrightJune 2001
date issued2001
identifier other%28asce%290899-1561%282001%2913%3A3%28176%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45691
description abstractThis research examines the long-term performance of high-density polyethylene liners frequently used in rehabilitating pipeline networks. Buckling of two groups of samples—each consisting of 20 steel pipes lined with HDPE liners—was examined in the laboratory. Group A was subjected to a uniform external pressure equal to about one-half of the buckling pressure, determined experimentally in a similar short-term test. Group B was subjected to one-third to one-fourth of this short-term pressure. Most liners in Group A failed (buckled) prematurely before the required ASTM period of 10,000-h. However, all 20 samples in Group B sustained the applied pressure for over 10,000 h. It was concluded that a design safety factor of 3 to 4 should be applied to short-term pressure to establish the long-term resistance of a flexible liner. Changes in the liner pipe volume with time, under the uniform pressure, were also monitored to estimate long-term creep in the HDPE material.
publisherAmerican Society of Civil Engineers
titleLong-Term Buckling Performance of HDPE Liners
typeJournal Paper
journal volume13
journal issue3
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2001)13:3(176)
treeJournal of Materials in Civil Engineering:;2001:;Volume ( 013 ):;issue: 003
contenttypeFulltext


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