An Experimental and Numerical Study on the Bearing Capacity of Circular and Ring Footings on Rehabilitated Sand Slopes with Geogrid
This paper presents the results of a series of small-scale model tests and numerical analyses conducted on circular and ring model footings located near geogrid reinforced sand slopes. Layers of geogrid were applied as reinforcement. For numerical analyses Finite Element Method (FEM) was used. The e...
Salvato in:
| Autori principali: | , |
|---|---|
| Natura: | Artigo |
| Lingua: | Inglês |
| Pubblicazione: |
Semnan University
2019-02-01
|
| Serie: | Journal of Rehabilitation in Civil Engineering |
| Soggetti: | |
| Accesso online: | https://civiljournal.semnan.ac.ir/article_2837_022c4d81597c4752f08c3964deb8b7e6.pdf |
| Tags: |
Nessun Tag, puoi essere il primo ad aggiungerne!!
|