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大孔隙

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Pore structure experiment shows that porosity of high volume fine mineral mixture RPC is about 5%, the pore distribution is uniform and the main pore is small. When the cement content of high volume fine mineral mixture RFC is 300 kg/m^3, its sclerotium hydration products is dense packed by irregular equal Ⅲ style C-S-H gels. The gels are fine, dense, and integrate with the aggregate.

孔结构试验表明,大掺量矿物细粉活性粉末混凝土的孔隙率均在5%左右,孔分布情况很均匀,主要以微小的小孔为主;水泥用量为300 kg/立方公尺的大掺量矿物细粉活性粉末混凝土硬化体水化产物主要由不规则等粒子状的Ⅲ型C-S-H凝胶紧密堆积在一起,凝胶精细、致密,且与骨料融为一体。

Results of estimation of effective parameters in heterogeneous show that: i Seff and Teff values evolve with time, as well as the principal directions of the transmissivity; ii Seff approaches the arithmetical mean of the field; iii Teff converges to its geometric mean at large time for the Gaussian random field we generated; and iv the averages of local T and S values within the cone of depression at early times differ from the Teff and Seff values.

研究结果在空间异质性孔隙介质有效参数的推估方法方面,显示利用传统抽水试验分析来估计有效参数时,从长时间的抽水试验分析所得的流通系数代表在抽水井有效半径内所有流通系数的某种平均值;此平均值与抽水井及观测井附近的地质有很大的关系,而且可能受到有效半径内地质异质性的影响,而储蓄系数的估计值变异很大与抽水井与观测井间地质的储蓄系数特性有关,特别是观测井的位置。

The hydration process of lime has important influence on lime slaking rate、 particle size and specific surface, so it is significant to research the hydration process.

生石灰的转化率是衡量消化产物品质的重要因素;熟石灰的粒径越小,比表面积越大,其利用率也就越大;生石灰的消化工艺无论是对消化产物的粒径、比表面积和孔隙率还是含水率都有很大的影响,因此有必要进行实验研究。

The porous Ti shows a three-dimensional open-cellular structure with two types of pores:one is inter-connection pore with uniform distribution;the other is small isolated smaller pore distributed in the wall of the open interpenetrated pores.

多孔钛具有三维连通的孔隙结构,其孔可以分为两种:一种是分布均匀、而且相互连通的宏观孔隙;另一种是分布在开放贯通的大孔壁上,孤立的近似球形的微孔。

The investigation of the complex flows and the associated solute transport in marsh soils is made in order to improve our understanding of these wetland systems, particularly the relation to the important hypotheses in the marsh ecology: the nutrient outwelling and the plant zonation.

目前国际上存在关于盐沼的两大假设:盐沼系统输出养分和盐沼植物带状分布。为验证这两大假设,增强对盐沼湿地的了解,盐沼孔隙水流动及溶质运移研究至关重要。

In each of the three effect factors, the main items are: crown cover—crown density and thickness of the crown; litter layer——dry weight of the litter on each unit area, thickness of the litter and the biggest amount of holding water in the litter; soil——soil porosity, soil capillary space and soil moisture content.

三层次中的主要影响因子有:林冠层——郁闭度和林冠厚度;枯落物层——单位面积枯落物干重、枯落物厚度及枯落物最大持水量;土壤层——土壤总孔隙度、毛管孔隙度及土壤含水量。

For more highly cemented materials and limestones, significant difference in total porosity and effective porosity values may occur.

对于含泥浆较多的物质或石灰岩,其总孔隙度和有效孔隙度会有很大差别。

The results show that, the chloride concentrations and diffusion coefficients are both a one-humped function of elevations (can also be the time scale of seawater infiltration), they increase with the increase of elevation until they get to the peak value, and then decrease with the increase of elevation; an evident relationship is being between the surface chloride concentrations and the wave forces acted on the concrete surface, while there is no much difference among the diffusion coefficients; the diffusion coefficients get to bigger as the depth from the concrete surface increase in the influence of the capillary structures evolution and chloride concentration, but this tendency of change was alleviated with the increase of depth.

研究结果表明:氯离子侵蚀混凝土设施的竖向分布规律为氯离子浓度、扩散系数与标高之间同为单峰函数分布,先随高程变大而变大,达到峰值后,随高程变大而减小;氯离子侵蚀混凝土设施的环向分布规律为混凝土构件表面氯离子浓度、氯离子通量与波浪力之间有明显的对应关系,波浪力越大,则表面氯离子浓度和氯离子通量越高,而扩散系数在各方位角差别不明显;由于混凝土长期服役过程中内部毛细孔隙结构演化以及氯离子浓度的影响,氯离子扩散系数随混凝土深度变大而变大,但这种变化趋势随深度逐渐趋缓。

Initial little hole degrees of rock specimen vary with temperature and obviously than lower space degrees of rock specimen.

初始空孔隙度大的岩样较孔隙度小的岩样的岩样随温度变化趋势更明显。

The numerical simulation of the water infiltration in dry sands and fly ash in two-dimensional shows that the influences of pore gas flowing on the water infiltration process are different for soil with different air permeability, which can not be ignored when air permeability of soil is low.

数值结果表明,对导气率不同的土类,孔隙气体的排出过程对孔隙水入渗运动有不同的影响,对导气率低的土类影响很大,且不可忽略。

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