Pull-Out Resistance of Rebar Stake Depending on Installation Conditions and Compaction Levels of Agricultural Soil
Strong winds, particularly in the absence of disaster-resistant designs, significantly impact the stability of greenhouse foundations and eventually lead to structural damage and potential harm to crops. As a countermeasure, rebar stakes are commonly used to reinforce the foundations of non-disaster...
Main Authors: | Giseok Heo, Inhyeok Choi, Jinyoung Lee, Heedu Lee, Seongyoon Lim, Dongyoup Kwak |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2024-03-01
|
Series: | Horticulturae |
Subjects: | |
Online Access: | https://www.mdpi.com/2311-7524/10/3/277 |
Similar Items
-
Experimental Investigations of the Bond Behavior between Carbon Rebars and Concrete in Germany
by: Alexander Schumann, et al.
Published: (2023-11-01) -
Investigation of Helix-Pultruded CFRP Rebar Geometry Variants for Carbon-Reinforced Concrete Structures
by: Daniel Wohlfahrt, et al.
Published: (2023-08-01) -
Effect of Deformed and Plain Rebars on the Behavior of Lightly Reinforced Boundary Elements
by: Mohammad Ali Pourakbar, et al.
Published: (2020-08-01) -
Effect of installation angle on pull-out resistance of nails in soil slopes
by: Navid Najafi, et al.
Published: (2021-07-01) -
Study on Bond Anchorage Behavior of Small-Diameter Rebar Planting under Medium and Low Cycle Fatigue Loads
by: Kui Chen, et al.
Published: (2023-06-01)