Abstract
Several full-scale in-tray stamp tests of the pond ash road embankment model were carried out under static and dynamic loading conditions. Based on the results, equations were proposed and verified for predicting the major principal stresses at different depths in the ash roadbed, depending on the degree of compaction, humidity, own weight of the technogenic soil, and type of the external load application.
Full Text 
Sign-in/Register to access full text options
Sign-in/Register to access full text options 
Published version (
Free)
Free) 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a call
