Description
A study was undertaken to find a formula for predicting the additional load imposed on underground pipelines by soil freezing. The authors conclude that a modified Boussinesq equation can be used to assess this load. Results also showed that frost affects the modulus of soil reaction and therefore the induced stress in flexible pipe. Includes 9 references, tables, figures.
Product Details
- Edition:
- Vol. 80 – No. 11
- Published:
- 11/01/1988
- Number of Pages:
- 8
- File Size:
- 1 file , 1.6 MB
- Note:
- This product is unavailable in Ukraine, Russia, Belarus
