Results 191 to 200 of about 787,431 (301)
Effect of bentonite as a soil amendment on field water-holding capacity, and millet photosynthesis and grain quality. [PDF]
Mi J +4 more
europepmc +1 more source
Multimodal Data‐Driven Microstructure Characterization
A self‐consistent autonomous workflow for EBSP‐based microstructure segmentation by integrating PCA, GMM clustering, and cNMF with information‐theoretic parameter selection, requiring no user input. An optimal ROI size related to characteristic grain size is identified.
Qi Zhang +4 more
wiley +1 more source
Bedrock geochemistry influences vegetation growth by regulating the regolith water holding capacity. [PDF]
Jiang Z +8 more
europepmc +1 more source
Enhanced Strength and Corrosion Resistance of Ti‐13Nb‐12Ta‐10Zr‐4Sn Alloy by Aging Treatment
This work systematically investigates the effect of aging treatment on mechanical properties and corrosion behavior of vacuum arc‐melted Ti‐13Nb‐12Ta‐10Zr‐4Sn alloy. Owing to the increased α″ martensite, strength and corrosion resistance were significantly enhanced by aging treatment.
Yuhua Li +5 more
wiley +1 more source
Variation in Water-Holding Capacity in Sphagnum Species Depends on Both Plant and Colony Structure. [PDF]
van de Koot WQM +4 more
europepmc +1 more source
Modifying Faba Bean Protein Concentrate Using Dry Heat to Increase Water Holding Capacity. [PDF]
Bühler JM +3 more
europepmc +1 more source
Viktoriia Shtefan, Thorgund Nemec, Ute Hempel, Annett Gebert and coworkers demonstrate that anodic treatment of Ti–Cu‐based metallic glass in a nontoxic pyrophosphate electrolyte forms a protective bilayered Ti/Zr‐oxide film enriched with Cu nanocrystals.
Viktoriia Shtefan +8 more
wiley +1 more source
Replacing nitrogen in mineral fertilizers with nitrogen in maize straw increases soil water-holding capacity. [PDF]
Wang X, Tian L, Wang T, Zhang E.
europepmc +1 more source
This plot compares experimental tensile stress–strain curves (with 4 different strain rates) and corresponding modelled curves (obtained using the optimised sets of Voce and Miller–Norton parameter values shown). The inferred M‐N values, characterizing the creep, are very similar to those obtained via conventional creep testing.
S. Ooi, R. P. Thompson, T. W. Clyne
wiley +1 more source

