AWWA JAW24300

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