Zobrazeno 1 - 10
of 28
pro vyhledávání: '"Liujiang Wang"'
Publikováno v:
Materials, Vol 16, Iss 11, p 4173 (2023)
Soilbags are expandable three-dimensional geosynthetic bags made from high-density polyethylene or polypropylene. This study conducted a series of plate load tests to explore the bearing capacity of soft foundations reinforced by soilbags filled with
Externí odkaz:
https://doaj.org/article/6c7cc41bcf834f01b9d3fad07bdf0ff2
Publikováno v:
Géotechnique. 73:531-543
An elasto-plastic constitutive model for rockfill materials considering particle breakage is proposed. Although numerous constitutive models have been proposed for rockfill materials, most of them are mainly based on empirical results, without consid
Publikováno v:
2022 International Conference on Manufacturing, Industrial Automation and Electronics (ICMIAE).
Publikováno v:
2022 International Conference on Manufacturing, Industrial Automation and Electronics (ICMIAE).
Publikováno v:
Physics and Chemistry of the Earth, Parts A/B/C. 130:103375
Publikováno v:
Computers and Geotechnics. 157:105320
Publikováno v:
Geotextiles and Geomembranes. 49:697-706
The stress-strain behaviour of geotextile-wrapped soils is a matter of great concern in geotechnical engineering practices. In this study, a unified stress-strain model for geotextile-wrapped soils is proposed and is applied to understand the strengt
Publikováno v:
Geotextiles and Geomembranes. 49:81-96
To investigate the development of pore pressures in the air-confined system with a rise of groundwater under a geomembrane, a laboratory test was conducted. Then, a numerical model with the consideration of the water-gas-solid three-phase system was
Publikováno v:
Geosynthetics International. 26:580-591
A study was performed to investigate the bearing capacity of foundations reinforced by soilbags filled with excavated soft soils by conducting field load tests and numerical analysis. The effect of the number of reinforcement layers on the bearing ca
Publikováno v:
Cold Regions Science and Technology. 157:206-214
Expansive soils located in permafrost and seasonal frozen regions can easily suffer from the action of frost heaving and repeated freezing–thawing. When exposed to freeze–thaw (F–T) cycles, it may pose risk to civil engineering structures and t