The title complex [Ni(TSSB)(phen)H2O]?C2H5OH?0.5H2O (C23H26N3NiO6.5S, TSSB = taurine salicylaldehyde Schiff base, phen = 1,10-phenanthroline) has been synthesized by the reaction of taurine salicylaldehyde Schiff base...The title complex [Ni(TSSB)(phen)H2O]?C2H5OH?0.5H2O (C23H26N3NiO6.5S, TSSB = taurine salicylaldehyde Schiff base, phen = 1,10-phenanthroline) has been synthesized by the reaction of taurine salicylaldehyde Schiff base (TSSB), 1,10-phenanthroline and nickel acetate in water-ethanol. Its single-crystal structure was determined by X-ray diffraction method. The crystal belongs to triclinic, space group P1 with a = 1.0562(2), b = 1.1604(2), c = 2.1170(3) nm, α = 103.257(3), β = 96.958(4), γ = 105.179(3)°, Mr = 539.24, V = 2.3917(6) nm3, Z = 4, Dc = 1.498 g/cm3, μ = 0.945 mm-1 and F(000) = 1124. The compound is a one-dimensional network, infinitely extending with hydrogen bonds. The Ni(Ⅱ) is 6-coordinated by one nitrogen and two oxygen atoms from taurine salicylaldehyde Schiff base, two nitrogen from 1,10-phenanthroline and one oxygen from water to form a distorted octahedronal coordination geometry.展开更多
Filling velocity and thickness of soft layer are major factors affecting subgrade stability according to an example study by means of finite element stress method(FESM). A case is studied and shows that the subgrade w...Filling velocity and thickness of soft layer are major factors affecting subgrade stability according to an example study by means of finite element stress method(FESM). A case is studied and shows that the subgrade was slided because of excessive filling velocity. To determine a reasonable filling velocity is a key problem to a subgrade with marine soft soil.展开更多
基金Supported by the NSF of Guangxi Province (No. 0339034), the Science Research Foundation of Guangxi Universities and Minister of Education Foundation of Guangxi (No. [2004]20)
文摘The title complex [Ni(TSSB)(phen)H2O]?C2H5OH?0.5H2O (C23H26N3NiO6.5S, TSSB = taurine salicylaldehyde Schiff base, phen = 1,10-phenanthroline) has been synthesized by the reaction of taurine salicylaldehyde Schiff base (TSSB), 1,10-phenanthroline and nickel acetate in water-ethanol. Its single-crystal structure was determined by X-ray diffraction method. The crystal belongs to triclinic, space group P1 with a = 1.0562(2), b = 1.1604(2), c = 2.1170(3) nm, α = 103.257(3), β = 96.958(4), γ = 105.179(3)°, Mr = 539.24, V = 2.3917(6) nm3, Z = 4, Dc = 1.498 g/cm3, μ = 0.945 mm-1 and F(000) = 1124. The compound is a one-dimensional network, infinitely extending with hydrogen bonds. The Ni(Ⅱ) is 6-coordinated by one nitrogen and two oxygen atoms from taurine salicylaldehyde Schiff base, two nitrogen from 1,10-phenanthroline and one oxygen from water to form a distorted octahedronal coordination geometry.
基金Supported by Foundation of Innovation Project of Jilin University
文摘Filling velocity and thickness of soft layer are major factors affecting subgrade stability according to an example study by means of finite element stress method(FESM). A case is studied and shows that the subgrade was slided because of excessive filling velocity. To determine a reasonable filling velocity is a key problem to a subgrade with marine soft soil.
