Show simple item record

contributor authorNazli Yesiller
contributor authorCraig H. Benson
contributor authorPeter J. Bosscher
date accessioned2017-05-08T21:13:52Z
date available2017-05-08T21:13:52Z
date copyrightMarch 1996
date issued1996
identifier other%28asce%290887-381x%281996%2910%3A1%286%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43608
description abstractThe Federal Highway Administration (FHwA) method and frost-tube measurements are used in Wisconsin to determine the timing and duration of spring load restrictions. In both methods, depth of freeze or thaw is used to determine when to apply load restrictions and to determine their duration. Average daily air temperatures are used in the FHwA method to predict the start and end of freeze and/or thaw. Frost tubes are used to directly determine depth of freeze and/or thaw. An analysis is conducted to compare these two methods using air-temperature data (for the FHwA method) and frost-tube data obtained in Wisconsin. The analysis shows that differences exist between predicted (FHwA method) and measured (frost tubes) freeze and thaw conditions. The FHwA method is early (unconservative) in predicting the start of freeze and late (unconservative) in predicting the start of thaw. However, the method is late (conservative) when used to predict the end of thaw. A case history is also presented to compare the two methods.
publisherAmerican Society of Civil Engineers
titleComparison of Load Restriction Timings Determined Using FHwA Guidelines and Frost Tubes
typeJournal Paper
journal volume10
journal issue1
journal titleJournal of Cold Regions Engineering
identifier doi10.1061/(ASCE)0887-381X(1996)10:1(6)
treeJournal of Cold Regions Engineering:;1996:;Volume ( 010 ):;issue: 001
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record