她取出已经饱和的手术棉，重重的，一边还滴着血。又塞了更多新的进去。
She pulled out the lap pads, heavy and dripping, and stuffed in more.
一氧化碳的血流饱和量达到10%至20%时，观测到的感觉变化只是额部两边紧张和轻微的头疼。
With a blood saturation of 10% to 20% carbon monoxide, a tightness across the forehead and a slight headache are the only sensory changes observed.
本文以非饱和土抗剪强度理论为基础，引入了渗透力的概念，利用有限单元法进行了降雨条件下岩质边坡稳定性的分析。
The paper brings the conception of seepage force and use finite element method to analyze rock slope stability under rainfall, based on unsaturated earth drained shear strength theory.
根据实验结果，作者发现了在H型件轧边端孔型中的张力饱和现象。
A phenomenon called tension SATURATION was observed in experiments, which took place between universal pass and edger when edging H-beam in continuous rolling process with tension.
考虑到地震荷载作用下饱和黄土的孔隙水压力增长模式及液化规律，建立了饱和黄土无限边坡的动力稳定性分析模型。
Based on the increasing mode of pore pressure and liquefaction mechanism of saturated loess, a model to analyse the dynamic stability of infinite slopes of saturated loess is presented.
在地表入渗影响下，非饱和带的基质吸力和暂态附加水荷载是影响边坡稳定的重要因素。
Under the influence of surface infiltration, matrix suction of unsaturated zone and temporary additional water load are important factors for the stability of slope.
由降雨引起的边坡位移与边坡体中非饱和土体基质吸力变化产生的应变有关。
The displacement of slope due to rainfall is related to suction and the stress-strain behavior of unsaturated material.
计算中全面计及了纵、横向边端效应以及钢次级沿深度方向饱和程度不同的影响。
In the computation the longitudinal and the transverse end effect and the influence of variation of permeability along the depth of the secondary due to saturation have been taken into account.
雨水入渗改变了岩质边坡非饱和区渗流场的分布，是引发边坡滑坡的主要因素之一。
Rainwater infiltration, one of main factors inducing rock slope to slip, changes distribution of seepage flow field in unsaturated zone of slope.
根据边坡饱和软土特殊的工程地质情况，结合工程实际，提出了相应的加固、处理综合技术措施。
Considering the special geological condition and the practical situation, we put forward the corresponding comprehensive technical measures of the reinforcement and the treatment on the project.
为了提高非饱和膨胀土边坡的稳定，采用了土工膜覆盖边坡表面的方法。
In order to improve the stability of unsaturated expansive soil slope, the method of covering the slope by geo-membrane is applied.
在非饱和土条件下产生的负孔隙水压力（基质吸力）对于预测如边坡、挡土墙、挖方工程、基础工程之类的土石结构的稳定性十分重要。
Unsaturated soil condition which give rise to negative pore pressure is important in evaluating the stability of geotechnical structures such as slopes, retaining walls, excavations and foundations.
针对边坡饱和软土的特殊工程地质条件，对旋喷桩加固处理边坡软土地基进行探讨。
According to the special geological condition, soft soil slope treatment using jet grouting pile was studied.
利用有限元方法对非饱和膨胀土边坡的降雨入渗过程进行了数值模拟研究，全面研究了膨胀土边坡中水气运移、强度与变形特征等。
The numerical models are applied to the analysis of water-air transmission, deformation and strength variation in an expansive soils slope during infiltration.
再利用最优井网研究油层厚度、地层渗透率、原油粘度、含油饱和度、边底水等地质参数对开采效果的影响规律。
Then the geological parameters such as reservoir thickness, formation permeability, oil viscosity, oil saturation, edge water and bottom water are researched by using the optimal well pattern.
根据非饱和膨胀土边坡失稳的机理提出了防止边坡浅层滑动的对策措施。
According to the failure mechanism of unsaturated expansive soil slope, the countermeasures to prevent shallow layer soil slide are suggested.
含油饱和度受油藏边界和构造形态控制，油藏南部边缘和局部构造低部位原始含水饱和度高，但不形成有效边底水驱动。
Initial oil saturation is controlled by the reservoir boundary and structural. Parts of the reservoir with high initial water saturation dose not form effective edge and bottom water drive.
含油饱和度受油藏边界和构造形态控制，油藏南部边缘和局部构造低部位原始含水饱和度高，但不形成有效边底水驱动。
Initial oil saturation is controlled by the reservoir boundary and structural. Parts of the reservoir with high initial water saturation dose not form effective edge and bottom water drive.
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