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91.
K边缘滤过常用于双能X射线骨密度的测量中,但它与不加K边缘滤过时的多能谱光子计数探测器在骨密度测量中的应用还需要进一步的对比、研究。本文选择利用稀土材料铈(Ce)的K边特性,对广谱X射线进行能谱优化,从而获得双能谱,并针对此种情况下的双能谱提出了一种对应的能量-阈值校准方法,希望一定程度上提高骨密度仪中物质分解的准确度。本文对未加Ce时的三能分解、双能分解与加了Ce片后的双能分解做了对比实验。实验结果显示,在未加Ce片滤过时,三能分解精度比双能分解精度高;经过Ce片滤过后,双能分解精度优于所有未加Ce片滤过时的分解精度。 相似文献
92.
G. A. Athanasopoulos 《Geotechnical and Geological Engineering》1994,12(2):122-132
Summary A review is presented of conceptual approaches that are currently in use for interpreting the operation of reinforced soil.
The concepts of enhanced confining pressure and of reduced normal tensile strains are found to be closely related to current
experimental and theoretical investigations as well as to the design methodologies available at present for reinforced soil
applications. Focusing on the enhanced confining pressure concept, analytical expressions are developed that allow the estimation
of the value of equivalent confining stress increase when the properties of soil and reinforcement and the state of stresses
acting on a cylindrical reinforced soil element are known. The derived expressions can also be utilized for estimating the
soil-reinforcement friction angle from the results of triaxial tests on cylindrical samples reinforced with horizontal layers
of reinforcement. 相似文献
93.
Flume experiments simulating concentrated runoff were carried out on remolded silt loam soil samples (0·36 × 0·09 × 0·09 m3) to measure the effect of rainfall‐induced soil consolidation and soil surface sealing on soil erosion by concentrated flow for loess‐derived soils and to establish a relationship between soil erodibility and soil bulk density. Soil consolidation and sealing were simulated by successive simulated rainfall events (0–600 mm of cumulative rainfall) alternated by periods of drying. Soil detachment measurements were repeated for four different soil moisture contents (0·04, 0·14, 0·20 and 0·31 g g?1). Whereas no effect of soil consolidation and sealing is observed for critical flow shear stress (τcr), soil erodibility (Kc) decreases exponentially with increasing cumulative rainfall depth. The erosion‐reducing effect of soil consolidation and sealing decreases with a decreasing soil moisture content prior to erosion due to slaking effects occurring during rapid wetting of the dry topsoil. After about 100 mm of rainfall, Kc attains its minimum value for all moisture conditions, corresponding to a reduction of about 70% compared with the initial Kc value for the moist soil samples and only a 10% reduction for the driest soil samples. The relationship estimating relative Kc values from soil moisture content and cumulative rainfall depth predicts Kc values measured on a gradually consolidating cropland field in the Belgian Loess Belt reasonably well (MEF = 0·54). Kc is also shown to decrease linearly with increasing soil bulk density for all moisture treatments, suggesting that the compaction of thalwegs where concentrated flow erosion often occurs might be an alternative soil erosion control measure in addition to grassed waterways and double drilling. Copyright © 2007 John Wiley & Sons, Ltd. 相似文献
94.
武山铜矿北矿带ICu矿体砷的分布规律 总被引:1,自引:0,他引:1
武山铜矿化矿带ICu矿体是高砷矿体,分析了砷在各金属矿物中含量及分配情况和含砷量的分布规律,确定了高砷采场或矿段,指出了进行矿石质量控制,配矿管理的降砷途径。 相似文献
95.
反距离加权内插法是一种普遍使用的电离层总电子含量(totalelectroncontent,TEC)内插方法,但其受站间距影响较大,大范围内插值所需站点数量较多。针对同经向分布下的站点,利用电离层在同经度分布下具有从高纬度到低纬度递减的特征,对电离层TEC进行经向多项式拟合并内插。经统计,插值偏差的均方根(rootmeansquare,RMS)在3TECU以内,满足定位过程中对电离层延迟估计的要求,同时该方法扩大了站间距,实现了大范围内实时TEC内插。 相似文献
96.
97.
98.
Relatively abundant 17α(H)-diahopanes have been detected in the lower cretaceous lacustrine source rocks from the Lishu Fault Depression in the Songliao Basin Northeast China. Rich long chain tricyclic terpanes (carbon number up to C35) and gammacerane have been observed in those source rocks with relatively abundant 17α(H)-diahopanes, which is rarely seen in previous reports. In this paper, the formation of 17α(H)-diahopanes has been discussed from three aspects including maturity, oxidation-reduction nature of depositional environment and parent material composition by the GC/MS analyses. The results reveal that maturity and oxidation-reduction nature of depositional environment have little effect on the formation of 1 7α(H)-diahopanes in the investigated area. How- ever, the positive correlation between long-chain tricyclic terpanes and 17α(H)-diahopanes argues strongly for a common origin, and the origin is related to the algaes in saline water environment. The algaes in saline water envi- ronment may be a kind of origin of 1 7α(H)-diahopanes. 相似文献
99.
100.
Inglis [1] has solved the problem of distribution of stress in an elastic plate around an elliptical hole. His works clarify the role of cracks in the failure of an elastic material. However, his solution cannot be applied to saturated clay because he considers only total stresses, while, in saturated clay, the criterion of rupture should be expressed in terms of effective and not total stresses. The solution of Atkinson and Craster [2] using Biot's poroelasticity theory, shows that there is no high pore pressure in the vicinity of the crack tips for saturated clay. The major difference between this approach and the Biot's theory of is that, in saturated clay, strain is a function of the variation of the effective stress [3], while, in poroelastic media, strain is only a function of the variation of the total stress [4, Equation 2.2]. Also in their solution there is continuity between the pore fluid and the inner fluid in the crack. Their solution is valid for poroelastic media involving a movement of the pore fluid. In our solution there is no movement of the pore fluid (Undrained condition). In this paper we have solved the same problem as Inglis [1], but for the particular case of saturated clay obeying elastic law. By solving this problem we obtained the expressions for pore pressure, effective stress, total stress and displacements. The results show that not only the total stress but also the pore pressure and the effective stress are also high in the vicinity of the crack tips. A new failure criterion, based on Griffith's strain energy principle [5] and maximum tensile stress [6], valid for saturated clay is developed in this paper. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献