Ssively go through an elas(1) With continuous loading, cement soil specimens
Ssively go through an elas(1) With continuous loading, cement soil specimens successively undergo an elastic stage, plastic stage, and harm stage. InIn the elastic stage, specimens constantly abtic stage, plastic stage, and damage stage. the elastic stage, specimens constantly absorb stored power, and strain increases with rising strain. When the elastic anxiety reaches sorb stored power, and tension increases with growing strain. When the elastic strain the limit and specimens enter the plastic stage, the stress train improve price decreases, reaches the limit and specimens enter the plastic stage, the stress train enhance rate deand harm starts to happen inside the Ethyl Vanillate Biological Activity specimen. Additionally, the absorption power is dissicreases, and damage begins to occur inside the specimen. Additionally, the absorption energy pated with the change from the internal structure. Soon after reaching the yield strain, the stress is dissipated with the alter with the internal structure. Soon after reaching the yield tension, the tension decreases sharply using a compact improve of strain, and cracks penetrate by means of specimens, causing damage. (two) With rising curing period and Na2SO4 option concentration, the dynamic compressive strength of cement specimens follows a trend of initially rising after which decreasing. To superior reflect the alterations of dynamic compressive strength with the curingCrystals 2021, 11,13 ofdecreases sharply using a smaller increase of strain, and cracks penetrate by way of specimens, causing harm. (two) With increasing curing period and Na2 SO4 resolution concentration, the dynamic compressive strength of cement specimens follows a trend of initial growing then decreasing. To superior reflect the changes of dynamic compressive strength together with the curing period and Na2 SO4 resolution concentration, a relationship model from the 3 was fitted. The outcomes show that at a curing period of 14 days plus a Na2 SO4 resolution concentration of 9.0 g/L, the dynamic compressive strength from the specimens reaches the maximum value. (three) With increasing curing period and Na2 SO4 remedy concentration, the absorption energy of cement soil specimens follows a trend of very first rising and then decreasing. The outcomes show that the absorption power can proficiently inhibit the generation and expansion of cracks inside specimens. The absorption energy of specimens is maximal at a curing period of 14 days and a concentration of Na2 SO4 remedy of 9.0 g/L.Author Contributions: Conceptualization, J.-S.Z.; methodology, J.-S.Z. and X.-G.X.; software, J.-S.Z. and B.R.; data curation, X.-G.X. and B.R.; writing–original draft preparation, J.-S.Z.; writing–review and editing, J.-S.Z., X.-G.X. and B.R.; supervision, J.-S.Z.; funding acquisition, J.-S.Z. All authors have read and agreed towards the published version on the manuscript. Funding: This investigation was funded by the Graduate Innovation Fund of Anhui University of Science and Technologies (grant number 2020CX2033). Institutional Assessment Board Statement: Not applicable. Informed Consent Statement: Not applicable. Information Availability Statement: Not applicable. Conflicts of Interest: The authors declare no conflict of interest.
crystalsArticleGem Elbaite as a Recorder of Pegmatite Evolution: In Situ Major, Trace Components and Boron C2 Ceramide Description Isotope Analysis of a Colour-Zoning Tourmaline CrystalBeiqi Zheng 1,two, and Meihua Chen1School of Environment, Harbin Institute of Technology, Harbin 150090, China Division of Earth and Space Science.