Dye adsorption by magnetic modified biochar has now received growing interest due to its excellent adsorption performance and facile separation for recycling. In this study, nano iron oxide–modified biochar was fabricated via the successive hydrothermal-pyrolyzing method using Chlorella vulgaris (Cv) and FeSO₄·7H₂O as raw materials, and its adsorption on Rhodamine B (RhB) in aqueous solution was studied. Multiple techniques such as X-ray diffraction (XRD), Fourier transform infrared spectroscopy (FTIR), scanning electron microscopy (SEM), transmission electron microscopy (TEM), Brunauer–Emmett–Teller (BET), vibrating sample magnetometry (VSM) and X-ray photoelectron spectroscopy (XPS) were employed to comprehensively characterize the structure, morphology and physicochemical properties of the adsorbent. The as-synthesized nano iron oxide–modified biochar (CBC-Fe(II)) exhibited a large surface area (527.6 m²/g) and high magnetic saturation value (13.7 emu/g) to facilitate magnetic separation. Compared with CBC and CBC-Fe(III), CBC-Fe(II) exhibited superior adsorption ability towards RhB in aqueous solution, with a maximum adsorption capacity of 286.4 mg/g. The adsorption process of RhB onto CBC-Fe(II) was well described by the pseudo-second-order kinetic model and Langmuir isotherm model, indicating monolayer chemisorption behaviors for the adsorption system. Facile preparation, great adsorption performance and magnetic recovery properties endow CBC-Fe(II) to be a promising adsorbent for dye removal.

Anti-crack performance of concrete with phosphorus slag and fly ash singly and compositely added is investigated in terms of physical performance, hydration heat, dry shrinkage and creep, and index K is introduced to evaluate the crack resistance of phosphorus slag concrete. Results show that strength of phosphorus slag concrete increases with fineness increasing and when surface specific area is greater than 300 m²/kg the tendency slows down. Strength decreases with phosphorus slag content increasing and there is an optimal content existing between 30% and 50%. Both phosphorus slag and fly ash have obvious effect on elongating time setting, reducing hydration heat to a large extent and increasing creep value. Crack resistance of phosphorus slag concrete is divided into three stages, namely early hazardous stage, growth stage and later mature stage. With microstructure analysis, mechanism of effect of phosphorus slag on concrete performances and P and F on cement hydration is explored. It is concluded after comprehensive evaluation that the crack resistance of phosphorus slag concrete is approximate to, even to some extent better than that of fly ash concrete.