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A case study on failure of superheater tubes in an industrial power plant
Investigation of intact rock geomechanical parameters effects on commercial blocks productivity within stone reserves A case history of some quarries in Isfahan Iran
Variation in morphological characters chemical composition and anthocyanin content of different Chrysanthemum morifolium cultivars from Iran
Variation in morphological characters chemical composition and anthocyanin content of different Chrysanthemum morifolium cultivars from Iran
The Effect of Alkaline Activator on Workability and Compressive Strength of Alkali-Activated Slag Concrete
Comparison of microstructure toughness mechanical properties and work hardening of titanium/TiO 2 and titanium/SiC composites manufactured by accumulative roll bonding (ARB) process
Comparison of microstructure toughness mechanical properties and work hardening of titanium/TiO 2 and titanium/SiC composites manufactured by accumulative roll bonding (ARB) process
Stability of astaxanthin-loaded nanostructured lipid carriers as affected by pH ionic strength heat treatment simulated gastric juice and freezethawing
Stability of astaxanthin-loaded nanostructured lipid carriers as affected by pH ionic strength heat treatment simulated gastric juice and freezethawing
Patterns of Pair Interaction in EFL Dyadic Talk A Study of Peer Response
Squeezing rock conditions at phyllite-slate zone in Golab water conveyance tunnel Iran A case study
Assessing the effects of flow distribution on the internal hydraulic behavior of a constructed horizontal subsurface flow wetland using a numerical model and a tracer study
Assessing the effects of flow distribution on the internal hydraulic behavior of a constructed horizontal subsurface flow wetland using a numerical model and a tracer study
Trend assessment of precipitation and drought index (SPI) using parametric and non-parametric trend analysis methods (case study arid regions of southern Iran)
Effects of homogeneous hydrocarbonic contamination on the bearing capacity of in-situ concrete piles buried in silty sand