Soil specimens, eroded by distinct Bomedemstat Technical Information curing periods and diverse concentra6 of
Soil specimens, eroded by unique curing periods and unique concentra6 of 14 tions of Na2SO4 answer, had been subjected to dynamic effect tests and also the original waveform diagrams have been obtained. Soon after processing by Equations (1)3), their stress train curves were drawn (as shown in Figure 6). A comparison of the four graphs in Figure six shows that beneath the erosion situation on the similar concentration of Na2SO4 resolution, the under the erosion condition from the same concentration of Na2 SO4 remedy, the peak strain peak pressure in the cement soil specimens showed a trend of first increasing and after that deof the cement soil specimens showed a trend of first increasing and after that decreasing with creasing with escalating curing period. A maximum worth was reached at 14 d (as shown increasing curing period. A maximum value was reached at 14 d (as shown in Figure 6c). in Figure 6c). For precisely the same curing period, the peak tension with the cement soil specimens For precisely the same curing period, the peak tension of your cement soil specimens followed a trend followed a trend of and then decreasingthen decreasing with SO option concentration of initially growing initially increasing and with increasing Na2 growing Na2SO4 answer four concentration but a constant curing period. The maximum worth was reached at a remedy but a continuous curing period. The maximum worth was reached at a Na2 SO4 Na2SO4 solution concentration of 9.0 g/L. Cement soil specimensa curing period of 14 of werewere concentration of 9.0 g/L. Cement soil specimens with with a curing period d 14 d applied usedfurther evaluation. The peak stresses and strains with the cement soil specimens were for for further evaluation. The peak stresses and strains on the cement soil specimens were 15.63 MPa and 0.0203, 16.22 MPa and 0.0221, 17.86 MPa and 0.0232, 21.29 MPa and 0.0256, 15.63 MPa and 0.0203, 16.22 MPa and 0.0221, 17.86 MPa and 0.0232, 21.29 MPa and 0.0256, and 19.14 MPa and 0.0234 below the erosion of water and 4 distinctive Thromboxane B2 Technical Information concentrations of and 19.14 MPa and 0.0234 beneath the erosion of water and four distinct concentrations of Na2SO4 options (1.5, four.5, 9.0, and 18.0 g/L, respectively). The peak stress was maximal at Na2 SO4 solutions (1.five, 4.5, 9.0, and 18.0 g/L, respectively). The peak anxiety was maximal at aaconcentration of Na22 SO4solution of 9.0 g/L, and elevated by 36.22 , 31.26 , 19.23 , concentration of Na SO4 remedy of 9.0 g/L, and elevated by 36.22 , 31.26 , 19.23 , and 11.26 when compared with water and the identified tested concentrations of Na2SO44solution and 11.26 compared to water along with the identified tested concentrations of Na2 SO answer (1.5, four.5, 9.0, and 18.0 g/L, respectively). (1.5, four.five, 9.0, and 18.0 g/L, respectively).Tension (MPa)water 1.five g/L 4.5 g/L 9.0 g/L 18.0 g/L0.005 0.010 0.015 0.020 0.025 0.030 0.Anxiety (MPa)water 1.five g/L four.five g/L 9.0 g/L 18.0 g/L0.005 0.010 0.015 0.020 0.025 0.030 0.0 0.0 0.(a)24(b)Strain (MPa)water 1.five g/L four.5 g/L 9.0 g/L 18.0 g/L0.005 0.010 0.015 0.020 0.025 0.030 0.Strain (MPa)water 1.5 g/L four.5 g/L 9.0 g/L 18.0 g/L0.005 0.010 0.015 0.020 0.025 0.030 0.0 0.0 0.(c)(d)Figure six. Anxiety train connection curves ofof cement soil specimens below unique 2SO4SO4 option concentrations: Figure six. Stress train partnership curves cement soil specimens below unique NaNa2 option concentrations: (a) curing period of 3of 3 days; curing period of 7of 7 days;curing period of 14 days; andand curing period of 28 days. (a) curing period days; (b) (b) curing peri.