孔压比,pore water pressure... ... ) pore water pressure ratio 孔压比 ) pore pressure 孔压 ... www.dictall.com|基于1 个网页 2. 孔隙水压力比 孔隙水压力比,pore water... ... ) pore water pressure ratio 孔隙水压力比 ) excess pore water press ratio 超孔隙水压力比 ... www.dictall...
1) pore water pressure ratio 孔隙水压力比1. The calculating formula of treating liquefied soil foundation and pore water pressure ratio by broken rock pile is given in the paper. 给出了碎石桩处理可液化地基土孔隙水压力比计算公式,并结合工程实际,考虑径向排水及垂向排水条件下,对孔隙水压力比进行...
The effect of unsaturated zone parameters is studied and conclude that these parameters have a significant effect in reducing the average pore water pressure ratio when compared with those results which consider the average pore water pressure in a saturated zone only. Moreover, it is evident that...
pore water pressure have been studied by Michalowski (1995) and Kim et al (1999) in 2D slope stability problems based on limit analysis method. In the study by Michalowski, pore water pressures, calculated using the pore-water pressure ratio ru, were regarded as external forces, and rigid ...
2) excess pore water pressure 超孔隙水压力 1. Analysis on excess pore water pressure caused by installing PHC in expressway bridge; PHC管桩在高速公路桥梁工程施工中引起的超孔隙水压力分析 2. Soil squeezing effect of concrete-cored sand-gravel piles and excess pore water pressure dissipation; ...
The ratio of absorbance at 280 nm (MSP) and at 580 nm (Liss-Rhod-DOPE) was measured to indicate the amount of lipids per nanodisc. Each measurement was repeated three times. The columns show the averages, and the error bars represent the standard deviations (b). The p-values were...
Indeed, we observed the gradual reversal to the wild-type LLO phenotype when introducing a single or double mutants, while the triple mutant, in which all three amino acids of the pH sensor were mutated to PFO residues, retained the wild-type's properties with a ratio of 2.5 (Fig. 3e...
As Equation (6) shows, the non-Darcy effect parameter (E) has been introduced as the ratio of pressure gradient consumed in overcoming fluid–solid interactions to the overall pressure gradient: E=KFρUβμ+KFρUβ=ρU2β−ΔP/LE=KFρUβμ+KFρUβ=ρU2β−ΔP/L (6) Then ...
The permeability of porous concrete with different admixtures was presented inFigure 6. It could be clearly seen fromFigure 6that when the aggregate gradation and aggregate to binder ratio were the same, the permeability of porous concrete containing superplasticizers was significantly higher than those...
aIn a consolidated undrained triaxial test, the tendency of the dense sand (under stress ratio of tls' > sin cv) to dilate results in a decrease in the generated excess pore-water pressure and in an increase in the sand resistance to the applied deviatoric stress. 在一个巩固的undrained三轴...