Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Mehrashk Meidani"'
Publikováno v:
Géotechnique Letters. 8:248-255
New material parameters for sands, morphologic indices, are introduced to represent the relationship between particle size (D) and shape (R), and these indices are used to predict the limiting void ratios of sands from particular sites. In previous r
Publikováno v:
Iranian Journal of Science and Technology, Transactions of Civil Engineering. 43:59-67
The wetting-induced swelling of unsaturated clayey soils can cause serious damages to buildings, bridges, and other infrastructure and may jeopardize the integrity of these structures. A model is required to predict these volume changes and be consid
Publikováno v:
Engineering Geology. 237:21-31
The limiting void ratios (i.e., the minimum and the maximum void ratios) are two important index properties, which are related to the compressibility, shear strength, and permeability of granular soils. Experimental studies have shown that the limiti
Publikováno v:
Acta Geotechnica. 12:1301-1317
A compression model for sand–silt mixtures is needed in geotechnical engineering, for example in the analysis and prediction of deformation of levees and embankments due to internal erosion. In this paper, we introduce a novel concept of dividing t
Publikováno v:
Engineering Geology. 222:156-167
Compression models are widely used in geotechnical and reservoir engineering for the prediction of settlement and void ratio. A desirable compression model should be able to consider the initial density and particle mineralogy of the soil. It should
Publikováno v:
Journal of Sound and Vibration. 334:270-281
We investigate the tunable characteristics of mechanical waves propagating in quasi-1D phononic crystals composed of horizontally stacked short cylinders at various contact angles and offsets. According to the Hertzian contact theory, elastic compres
Autor:
Mehrashk Meidani, Ching S. Chang
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 37:2563-2589
SUMMARY Stress–strain modeling of sand–silt mixtures is important in the analysis and design of earth structures. In this paper, we develop a stress–strain model that can predict the behavior of sand–silt mixtures with any amount of fines con
Publikováno v:
Frontiers in Offshore Geotechnics III ISBN: 9781138028487
Frontiers in Offshore Geotechnics III
Frontiers in Offshore Geotechnics III
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c4ad7d9658edc0009de3db2c028fc681
https://doi.org/10.1201/b18442-179
https://doi.org/10.1201/b18442-179
Autor:
Clouston, P., Mehrashk Meidani
Publikováno v:
Scopus-Elsevier
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::14241209b2b65c1898ef2d233bddef75