The Anti sliding Mechanism of Adjacent Pile-Anchor Structure considering Traffic Load on Slope Top

In view of the fact that the anti sliding effect analysis of the current anchor cable and anti slide pile structure is not yet complete, research on the synergy mechanism of adjacent pile-anchor composite structures under traffic load is carried out. Firstly, a free vibration analysis for the slope...

Full description

Saved in:
Bibliographic Details
Main Authors: Danfeng Li, Zhuojie Zhang
Format: Article
Language:English
Published: Wiley 2021-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2021/6615224
Tags: Add Tag
No Tags, Be the first to tag this record!