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An Electrical Resistivity Method of Characterizing Hydromechanical and Structural Properties of Compacted Loess During Constant Rate of Strain Compression

机译:一种电阻率法在恒定压缩恒定速率下进行压实黄土的水力力学和结构性能

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摘要

Hydromechanical and structural properties of compacted loess have a significant impact on the stability and reliability of subbase and subgrade, which needs to be quickly determined in the field and laboratory. Hence, an electrical resistivity method was used to characterize the hydromechanical and structural properties of compacted loess during constant rate of strain compression. In the present work, compacted loess samples with a dry density of 1.7 g/cm3, a diameter of 64 mm, a height of 10 mm and different water content ranging from 5–25% were prepared. The constant rate of strain (CRS) tests were conducted by a developed oedometer cell equipped with a pair of horizontal circular electrodes (diameter of 20 mm) and vertical rectangular electrodes (width of 3.5 mm) to determine the electrical resistivity of compacted loess. The results showed that as average water content increases, plastic compression indices increase from 0.220 to 0.350 and the elastic compression indices increase from 0.0152 to 0.030, but they decrease to 0.167 and 0.010 and yield stress decreases from 381.28 kPa to 72.35 kPa. Moreover, as vertical strain increases, the variation trend of average formation factor and average shape factor for the lower water content decreases but increases for the maximum water content, and the anisotropy index first decrease and then tend to increase slightly, which indicates that the structural properties of unsaturated and saturated samples during compression exhibits different trend and the anisotropy of samples tend to be stable as vertical strain increases. As the water content increases, the average formation factor and average shape factor decrease, but the anisotropy index first decreases then increases, suggesting that water content has a significant impact on these electrical indices. More important, The coefficients of average formation factor decrease from 33.830 to −1.698 and the coefficients of average shape factor decrease from 8.339 to −0.398 as water content increases, whereas there is less variation for the coefficient of anisotropic index with a value of 2.190. An equation correlating average formation factor and water content and vertical strain is regressed to characterize the hydromechanical properties of compacted loess by measuring its impedance, which can be used to evaluate the stability of compacted loessic ground and subgrade.
机译:压实黄土的流体力学和结构性能对亚场和路基的稳定性和可靠性产生了重大影响,这需要在现场和实验室中快速确定。因此,电阻率法用于表征压缩率恒定压缩率期间压实黄土的流体机械和结构性能。在本作工作中,制备具有1.7g / cm3的干密度,直径为64mm,高度为10mm,不同的水含量为5-25%的压实黄土样品。由配备有一对水平圆形电极(直径为20mm)和垂直矩形电极(宽度为3.5mm的宽度)的恒定的菌株(CRS)测试进行恒定的菌株(CRS)试验率,以确定压实黄土的电阻率。结果表明,随着平均水含量的增加,塑料压缩指数从0.220增加到0.350,弹性压缩指数从0.0152增加到0.030,但它们减少到0.167和0.010,屈服应力从381.28kPa降至72.35kPa。此外,随着垂直应变增加,平均形成系数的变化趋势和较低水含量的平均形状因子降低但最大含水量增加,并且各向异性指数首先降低,然后略微增加,这表明结构压缩期间不饱和和饱和样品的性质表现出不同的趋势,随着垂直应变的增加,样品的各向异性趋于稳定。随着水含量的增加,平均形成系数和平均形状因子降低,但各向异性指数首先降低,然后增加,含水量对这些电索引具有显着影响。更重要的是,随着含水量的增加,平均形成因子的系数从33.830到-1.698减小,平均形状因子的系数从8.339降至-0.398,而具有2.190的各向异性指数系数的变化较小。等式相关的平均形成系数和水含量和垂直菌株将通过测量阻抗来表征压实黄土的流体机械性能,可用于评估压实的黄土地面和路基的稳定性。

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