Field Test and Numerical Simulation of Dynamic Compaction of High Embankment Filled with Soil-Rock

In view of the high filling height and large amount of soil and rock in the high-filled embankment, the variation law of the displacement field, stress field, and plastic zone of embankment body reinforced by dynamic compaction with different energy levels and the optimal compaction energy were anal...

Full description

Bibliographic Details
Main Authors: Lu Zhang, Guangqing Yang, Dongliang Zhang, Zhijie Wang, Jing Jin
Format: Article
Language:English
Published: Hindawi Limited 2019-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2019/6040793