2022
DOI: 10.3390/su14159629
|View full text |Cite
|
Sign up to set email alerts
|

Mechanical Responses of Soil-Geosynthetic Composite (SGC) Mass under Failure Load

Abstract: There is an increasing awareness on the major benefits of using soil-geosynthetic composite (SGC) to achieve and maintain the stability of earth-filled embankment. Unlike the mechanically stabilized earth wall, the mechanism of the composite mass is still not fully understood. For examples, current analyses have been limited to an SGC mass with a reinforcement spacing Sv of 0.2 m only; the combined effect of reinforcement and backfill properties is rarely studied; the equation for the estimation of the load-ca… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...

Citation Types

0
0
0

Publication Types

Select...

Relationship

0
0

Authors

Journals

citations
Cited by 0 publications
references
References 37 publications
0
0
0
Order By: Relevance

No citations

Set email alert for when this publication receives citations?