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Experimental investigation on durability of prefabricated rollable asphalt: Creep and fatigue performance evaluation
Experimental investigation on durability of prefabricated rollable asphalt: Creep and fatigue performance evaluation
The effect of Basalt fiber and PVA-Resin additives on the Gamma-ray shielding and permeability performance of clay-liners
The effect of Basalt fiber and PVA-Resin additives on the Gamma-ray shielding and permeability performance of clay-liners
The effect of Basalt fiber and PVA-Resin additives on the Gamma-ray shielding and permeability performance of clay-liners
An effective subgradient algorithm via Mifflin's line search for nonsmooth nonconvex multiobjective optimization
Soft Switched High Step-Up Multiport Converter With Single Magnetic Core and Auxiliary Switch for Renewable Energy Applications
Soft Switched High Step-Up Multiport Converter With Single Magnetic Core and Auxiliary Switch for Renewable Energy Applications
Comparison of the calculated frost event return period based on copula models under climate change: a case study of Chadegan region in Isfahan province- Iran
Comparison of the calculated frost event return period based on copula models under climate change: a case study of Chadegan region in Isfahan province- Iran
Comparison of the calculated frost event return period based on copula models under climate change: a case study of Chadegan region in Isfahan province- Iran
Dynamic instability analysis of sandwich plates with auxetic honeycomb core and three-phase hybrid composite layers stiffened by curved stiffeners using isogeometric analysis
Dynamic instability analysis of sandwich plates with auxetic honeycomb core and three-phase hybrid composite layers stiffened by curved stiffeners using isogeometric analysis
Fe3O4@nitrogen-doped carbon core-double shell nanotubes as a novel and efficient nanosorbent for ultrasonic assisted dispersive magnetic solid phase extraction of heterocyclic pesticides from environmental soil and water samples
Numerical Studies on Performance of Helical Pile-supported Embankments Over Soft Clay
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