值分布

Reduced interference distribution (Boan-Jordan Distribution), singular value abstraction and minimum distance classification is studied to recognize the signal.

本文研究了减小干扰分布时频分析方法以及奇异值特征提取方法，并对抽取的特征用最小距离分类器进行了识别。

This method can find the kernel spaces of different fault distribution matrices through singular value decomposition and use it to remove the influence from residual of specified faults; a fault isolation method is given in the end.

将不同故障分布矩阵进行奇异值分解求取其核空间在分别进行故障影响消除，最后给出了故障诊断分离方法。

Statistic process is classified by statistic result with Top N statistic, singular value statistic, distribution statistic, annual increase statistic and other relation staticstic.

统计计算按统计结果可分为Top N统计、奇异值统计、数量分布统计、年度增长统计、其它关联统计等。

Where the speed distribution is skew, it's better to quote the median speed.

在速度分布是扭曲的情况下，最好用中值速度。

The value of the skew distribution under corresponding frequency was obtained through one-to-one transform.

然后通过一一变换转换成原偏态分布对应频率的设计值。

Results The value of fructosamine from the control group was divided skew distribution data. The value of fructosamine was (1.86±0.23)mmol/L.

结果：正常对照组果糖胺值频数呈正偏态分布，参考范围：(1.86±0.23)mmol/L。

The comparison error rate of LSD and Duncan is equal toα, but their experimental error rate is large toα. The comparison error rate of SNK, Scheffe, Bonferroni, Sidak are smeller toα, as well as experimental error rate. The power of test of SNK, Scheffe, Bonferroni, Sidak are smeller to LSD and Duncans. When unbalance design with small sample size, the power of SNK, Scheffe, Bonferroni, Sidak are little small.

LSD检验、Duncan检验的比较错误率接近检验水准，但二者的实验错误率远远大于检验水准；SNK检验、Scheffe检验、Bonferroni检验、Sidak检验的比较错误率和实验错误率均小于检验水准，但这三种方法对均数的敏感度不及LSD检验和Duncan检验；正态分布方差齐各组不均衡且为小样本时，Scheffe检验、Sidak检验、Bonferroni检验的β_2，值均较大。

The primary studying works and characteristics:1 To summarize reinforcing theory of cement mixing pile composite foundation2 To analyze the primary mechanics characters and changing rules of cement mixing pile, based on analysis of test data both indoor and outdoor.3 To discuss siding frictional resistance, ending resistance, ultimate bearing capacity of simple mixing pile and effectiveness factor of grouped piles, loading ratio of soil between piles under cushion cap of grouped piles and stress ratio of pile and soil and so on, and use many computation method and experimentation method to ensure bearing capacity of mixing piles composite foundation.4 To point out and analyze eight sides flaws and problems of the bearing capacity calculation method of mixing pile compositefoundation which ensured by national and normative method/ formula.5 To apply test results of loading tests and a few settlement observation data, use gray theory to predicate ultimate bearing capacity of deep mixing piles, actual example demonstrate engaging between theoretical predicted value and actual value.6 To apply groovy layerwise summation method to discuss entity piles method, double foundation method, equivalent layerwise summation method and consolidation theoretical method and so on, especially by combination of engineering example, use FEM to calculate or discuss the settlement and changing rules of composite foundation.7 To discuss problems of critical length of composite foundation by combination of engineering example and numerical analysis method, and analyze the contrast of critical length between simple pile load and most area load of composite foundation, not only critical length of composite foundation is relative to modulus ratio between piles and soil, but also upside load distribution area of composite foundation.

主要的研究工作与特色为：(1)总结了水泥搅拌桩复合地基的加固原理；(2)在对室内外试验资料进行统计分析的基础上，系统分析了搅拌桩水泥土的主要力学特性及其变化规律；(3)探讨了搅拌单桩的侧摩阻力、端阻力、极限承载力及群桩效率系数、群桩承台下桩间土荷载分担比及桩土应力比等，提出用多种计算方法并结合试验方法来综合确定搅拌桩复合地基的承载力；(4)明确指出和分析了按国家有关规范的方法确定搅拌桩复合地基承载力所存在的八个方面的缺陷与问题；(5)利用过去没有加载至破坏阶段的载荷试验成果和较少的沉降观测数据，尝试了用灰色理论预测深层搅拌桩的极限承载力，实例表明理论预测值与实测值吻合较好；(6)在常规分层总和法的基础上，探讨了复合地基沉降计算的实体墩基法、双层地基法、等效作用分层总和法、固结理论法等，特别是结合工程实例，用有限元数值计算等方法计算和讨论了搅拌桩复合地基的沉降及其变化规律；(7)结合工程实例，用数值分析方法探讨了复合地基临界桩长的问题，指出和分析了单桩荷载下的临界桩长与复合地基大面积荷载下的临界桩长存在很大的差别，复合地基的临界桩长不仅与桩土模量比有关，而且与复合地基上部荷载分布面积有关。

Grout must be supplemented in time to ensure the gap between soil and pipe to be stuffed.

注浆工艺的合理性对管道顶进施工的顺利实施有重要的意义，并就注浆工艺的改进提出了以下要点：及时补充压浆，力求使地层与管道结构间的缝隙始终由浆液密实充填；及时调整注浆压力，力求使其与管段所在位置的水土压力值相等；注浆孔在管段横剖面上均匀布设，以使注浆压力沿管道周边均匀分布；对位于顶进管道前端的数节管段，宜每节都设注浆孔，使可及时注浆和补浆。

In chapter 4 we obtain the uniform packing dimension of image set for stablesheet by means of distribution of the sojourn time and the tail probabilitydistribution for the increment maximum of stochastic process over interval.

第四章利用随机过程在区域上增量最大值的尾概率分布的估计和逗留时估计找出其象集的Packing一致维数。

For a big chunk of credit-card losses; the number of filings (and thus charge-off rates) would be rising again, whether

年美国个人破产法的一个改动使得破产登记急速下降，而后引起了信用卡大规模的亏损。

Eph. 4:23 And that you be renewed in the spirit of your mind

弗四23 而在你们心思的灵里得以更新