An Analytical Method for Determining the Stress–Strain State of a Subgrade with Combined Reinforcement
This article presents the fundamentals of an analytical method for determining the stress–strain state of a railway subgrade reinforced with geosynthetic material. The reinforcement described is a combined system where the geosynthetic material forms an open shell containing a layer of compacted cru...
Saved in:
| Main Authors: | Ahmad Alkhdour, Oleksii Tiutkin, Szabolcs Fischer, Dmytro Kurhan |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2024-12-01
|
| Series: | Infrastructures |
| Subjects: | |
| Online Access: | https://www.mdpi.com/2412-3811/9/12/240 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Mathematical Modeling of the Rail Track Superstructure–Subgrade System
by: Dmytro Kurhan, et al.
Published: (2025-03-01) -
Regulations for Use of Geosynthetics for Road Embankments and Subgrades
by: Audrius Vaitkus, et al.
Published: (2014-06-01) -
Analysis of Deformation Impact of Newly Constructed City Railway Subgrade on Adjacent Existing High-speed Railway Subgrade in Deep Soft Soil Areas
by: LI Zhenhua, et al.
Published: (2025-06-01) -
Problem of selection of suitable geosynthetics for the strengthening of subgrade
by: Elżbieta Szafranko
Published: (2021-07-01) -
Full-scale performances of the slab track subgrade filled with basalt fiber-reinforced foamed concrete
by: Zhichao Huang, et al.
Published: (2025-01-01)