Results 251 to 260 of about 199,635 (304)

A DFT analysis of structural and electronic modulation of Cs₂AgBiX₆ (X = Cl, Br) <i>via</i> A-site NH₄ ⁺ substitution for photovoltaic applications. [PDF]

RSC Adv
Khan S, Saeed MU, Rehman MZU, Pervaiz S, Asghar B, Reshak AH, Elansary HO, Moussa IM, Mumtaz S, Saeed Y.   +9 more
europepmc   +1 more source

From trees to 3D printing: "all-wood" photopolymer composites based on bisguiacol-F-diacrylate and methacrylated pinewood flour for digital light processing (DLP).

Polym Chem
Greco E, Porcelli N, Bergoglio M, Braidi N, Roncaglia F, Sangermano M, Hakkarainen M.   +6 more
europepmc   +1 more source

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A practical method for estimating maximum shear modulus of cemented sands using unconfined compressive strength

Journal of Applied Geophysics, 2017
Abstract The composition of naturally cemented deposits is very complicated; thus, estimating the maximum shear modulus (Gmax, or shear modulus at very small strains) of cemented sands using the previous empirical formulas is very difficult. The purpose of this experimental investigation is to evaluate the effects of particle size and cement type on ...
Hyunwook Choo, Woojin Lee
exaly   +3 more sources

Effect of fines content and particle diameter ratio on maximum shear modulus of dense binary packing of spherical particles

Granular Matter, 2022
Abbas Ghalandarzadeh, Ghalandarzadeh Abbas   +1 more
exaly   +3 more sources

Estimating the Maximum Shear Modulus with Neural Networks

International Conference on Industrial, Engineering and Other Applications of Applied Intelligent Systems, 2013
Small strain shear modulus is one of the most important geotechnical parameters to characterize soil stiffness. In-situ stiffness of soils and rocks is much higher than was previously thought as finite element analysis have shown. Also, the stress-strain behaviour of those materials is non-linear in most cases with small strain levels.
M. Cruz, Jorge M. Santos, Nuno Cruz
semanticscholar   +2 more sources

Evaluation of liquefaction resistance of sand by maximum shear modulus

Journal of the Chinese Institute of Engineers, 1994
Abstract Laboratory tests and in‐situ seismic cone penetration tests are conducted to evaluate the liquefaction resistance of Lanyang sandy soils. Resonant column tests and cyclic torsional shear tests are performed on remolded samples to establish the relationship between the maximum shear modulus and the liquefaction resistance.
Yao-Chung Chen, Chih-fu Lee
semanticscholar   +2 more sources