monopoly
Structural
- Oct 29, 2006
- 28
Hi all,
We design foundations of the oil tanks (diameters vary from 30-55m, height 12-13m) sitting on gravel foundation. and the problem come to decide if we use geotextile as a secondary liner of the tank below 5 feet depth of gravel fill, if the tank bottom temperature constantly 90 degree celcius, which temperature can geotextitle experience for chosing the right type of geotextile?
Any sugestion for solution of the 1D axisymetric heat transfer since I am not familiar with HT problem? or any experience with this kind of configuration. And I guess I have to know the thermal resistance of the gravel fill, right? any range of value can be use?
We design foundations of the oil tanks (diameters vary from 30-55m, height 12-13m) sitting on gravel foundation. and the problem come to decide if we use geotextile as a secondary liner of the tank below 5 feet depth of gravel fill, if the tank bottom temperature constantly 90 degree celcius, which temperature can geotextitle experience for chosing the right type of geotextile?
Any sugestion for solution of the 1D axisymetric heat transfer since I am not familiar with HT problem? or any experience with this kind of configuration. And I guess I have to know the thermal resistance of the gravel fill, right? any range of value can be use?