A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Laboratory and field testing on rate of frost heave versus heat extraction
AbstractEquipment for performing laboratory freezing tests on soils has been developed to study the relation between the rates of heave and heat extraction. Laboratory freezing tests are performed on specimens over 500 mm tall. In addition, field equipment for automatically recording frost depth and heave has been installed in a pavement. The equipment gives temperature readings for every 50 mm. Temperature gradients at different depths, from laboratory as well as field, are calculated to estimate the rate of liberation of latent heat as a function of time. The calculations indicate that, for the laboratory testing, the heave rate is almost independent of the heat extraction rate for fairly long periods at a constant frost penetration rate. The recorded field data indicate that the heave rate is on average almost constant for relatively long periods of time with a continuous frost penetration, thereby supporting the existence of a maximum heave rate that can not be surpassed persistently. However, heave rate varies greatly if the heat extraction rate often changes between a high and a low level and can for short periods widely exceed the maximum average heave rate possible over long periods. The observed behavior is explained as a consequence of a limited capacity in the redistribution of water to the frost front to supply the heaving.
Laboratory and field testing on rate of frost heave versus heat extraction
AbstractEquipment for performing laboratory freezing tests on soils has been developed to study the relation between the rates of heave and heat extraction. Laboratory freezing tests are performed on specimens over 500 mm tall. In addition, field equipment for automatically recording frost depth and heave has been installed in a pavement. The equipment gives temperature readings for every 50 mm. Temperature gradients at different depths, from laboratory as well as field, are calculated to estimate the rate of liberation of latent heat as a function of time. The calculations indicate that, for the laboratory testing, the heave rate is almost independent of the heat extraction rate for fairly long periods at a constant frost penetration rate. The recorded field data indicate that the heave rate is on average almost constant for relatively long periods of time with a continuous frost penetration, thereby supporting the existence of a maximum heave rate that can not be surpassed persistently. However, heave rate varies greatly if the heat extraction rate often changes between a high and a low level and can for short periods widely exceed the maximum average heave rate possible over long periods. The observed behavior is explained as a consequence of a limited capacity in the redistribution of water to the frost front to supply the heaving.
Laboratory and field testing on rate of frost heave versus heat extraction
Hermansson, Åke (author)
Cold Regions, Science and Technology ; 38 ; 137-151
2003-10-06
15 pages
Article (Journal)
Electronic Resource
English
Laboratory and field testing on rate of frost heave versus heat extraction
| Online Contents | 2003
| Springer Verlag | 1976
| Engineering Index Backfile | 1965
Improvements in Frost Heave Laboratory Testing of Fine-Grained Soils
| Online Contents | 2008