Feb 3, 2004 #1 haynewp Structural Dec 13, 2000 2,329 I saw in a geotech report where passive pressure was not allowed to be considered in the frost zone. Why is this?
I saw in a geotech report where passive pressure was not allowed to be considered in the frost zone. Why is this?
Feb 3, 2004 #2 Focht3 Geotechnical Aug 23, 2002 1,840 The thaw following the freezing of the ground destroys the availability of passive resistance - particularly in silty soils. Please see FAQ731-376 for great suggestions on how to make the best use of Eng-Tips Fora. Upvote 0 Downvote
The thaw following the freezing of the ground destroys the availability of passive resistance - particularly in silty soils. Please see FAQ731-376 for great suggestions on how to make the best use of Eng-Tips Fora.
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