Full 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