Results 31 to 40 of about 22,606 (223)
Liquefaction and post-liquefaction properties of sand-silt mixtures and undisturbed silty sands
Abstract Severe damage to earth structures mainly consisting of fine sands containing non-plastic silt has often occurred due to the liquefaction of the fill materials. However, the changes in the liquefaction susceptibility and post-liquefaction undrained behaviour of fine sands associated with the increase in the amount of non-plastic silt have not
openaire +1 more source
3D Hydrogel Cell Cultures and Their Biomedical Applications
The review highlights the advantages of hydrogel‐based 3D cell cultures over traditional 2D models. These hydrogels closely mimic natural cellular environments, improving research in tissue engineering, drug discovery, cancer studies, and neuroscience.
Tri Lan Thai +7 more
wiley +1 more source
Numerical Modelling of Multi-directional Earthquake Loading and Its Effect on Sand Liquefaction [PDF]
Earthquakes generate multi-directional ground motions, two components in the horizontal direction and one in the vertical. Nevertheless, the effect of vertical motion on site response analysis has not been the object of extensive research.
Kontoe, S +3 more
core
Unified anisotropic elastoplastic model for sand [PDF]
This paper presents a unified approach to model the influence of fabric anisotropy and its evolution on both the elastic and plastic responses of sand.
Gao, Zhiwei, Zhao, Jidong
core +4 more sources
ABSTRACT Water pollution by oil and organic substances causes serious problems that threaten the ecosystem. Superhydrophobic materials represent an effective solution for removing oil from water. The present paper investigates the development of a low‐cost, superhydrophobic composite for oil–water separation.
Zienab A. Ahmed
wiley +1 more source
The special existence of gas in gassy sand makes its basic properties different from those of general unsaturated soils. To analyze the undrained mechanical properties and static liquefaction instability of gassy sand, this work extends the triaxial test
TONG Senjie 2, HUANG Maosong 1, 3 , SHI Zhenhao 1, 3, WANG Bin 2
doaj +1 more source
Effect of silt interlayer configuration on the cyclic resistance of loose sand in direct simple shear [PDF]
Liquefaction is a major source of earthquake-induced ground failure, especially in loose, saturated sandy deposits common in Indonesia. Understanding how layered soils behave under cyclic loading is therefore crucial for developing effective strategies ...
Yelvi +5 more
doaj +1 more source
Seismic Performance and Design of Bridge Foundations in Liquefiable Ground with a Frozen Crust [PDF]
INE/AUTC 12 ...
Yang, Zhaohui “Joey”, Zhang, Xiaoyu
core
Pore Water Pressure in Sand Bed under Oscillating Water Pressure [PDF]
In this paper the theoretical method to analyse the pore water pressures in the sand bed under the oscillating water pressure is developed. In the former researchs the validity of the theoretical treatment for the one-dimensional problem has been ...
Maeno, Shiro, Nago, Hiroshi
core +1 more source
Ensemble‐based soil liquefaction assessment: Leveraging CPT data for enhanced predictions
Abstract This study focuses on predicting soil liquefaction, a critical phenomenon that can significantly impact the stability and safety of structures during seismic events. Accurate liquefaction assessment is vital for geotechnical engineering, as it informs the design and mitigation strategies needed to safeguard infrastructure and reduce the risk ...
Arsham Moayedi Far, Masoud Zare
wiley +1 more source

