查询词典 conical bearing

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。

Under inhibit tumor fall increment andalert confession The objective of this experiment is to prove the antitumor effect and its mechanism in vivo of Erysimum cheiranthoides. In this study we observe the ratio of inhibitory of mice bearing S180 and the effect of prolonging lives of mice bearing H22;the effect on immune function of mice bearing S180;the phagocytosis of MO cells; measuring serum TNF of mice bearing S180 with ELISA; the expression level of p53 in tumor tissue with ICH and the change of tumor cells shape with pathology test.

实验采用S_(180)、H_(22)两种瘤株，以昆明利，小鼠为研究对象，对体内的抑瘤作用、生命延长作用进行研究；对S_(180)荷瘤小鼠免疫功能影响的研究；采用碳粒廓清法研究该药对巨噬细胞吞噬功能影响的研究；采用ELISA法检测S_(180)荷瘤小鼠外周血TNF含量；采用免疫组化法测定S_(180)小鼠瘤组织中p53蛋白的含量并观察瘤细胞的病理形态。

By the numerical analysis of the ultimate bearing capacity of two- and three-dimensional footing under combined loading mode, the results show that the effect of alteration of underground water lever on bearing capacity of three-dimensional foundation is more than on that of two-dimensional foundation, the effect of soil gravity on bearing capacity of three-dimensional foundation is more than that of two-dimensional foundation. At the same time, the numerical calculation process of ABAQUS indicates that whether the geostatic stress is balanced or not has great effect on the numerical convergence. In view of the effect extent of dilation angle of soil on the ultimate bearing capacity and the failure pattern of foundation, the condition of two-dimensional plane strain is higher than that of the three-dimensional foundation.

复合加载模式下，通过对三维矩形基础和二维条形基础进行数值分析，结果表明：黏性土地基中地下水位的变化，对三维矩形基础极限承载力的影响程度高于对二维条形基础的影响；在求解地基极限承载力的过程中，土体重度对三维矩形基础的影响明显高于对二维条形基础的影响，同时ABAQUS数值计算过程表明，地基土体地应力能否合理平衡，对数值求解过程中是否收敛有很大的影响；就土体剪胀角对地基极限承载力的影响程度而言，二维平面应变情况下土体剪胀角对极限承载力的影响比三维情况下的影响更明显，即土体剪胀角对条形基础极限承载力的影响高于三维矩形基础。

The results of numerical analysis show that the elastic modular and the poisson ratio have no effect on two-dimensional bearing capacity, but can affect the ultimate bearing capacity of three-dimensional foundations and control the convergence and precision of finite element calculation; the earth pressure coefficient controls the geostatic stress of foundation, sequentially affects the ultimate bearing capacity of foundations and the convergence of numerical calculation. When calculating the ultimate bearing capacity of undrained saturated foundation, the complete formulation exists shear locking, and reduce formulation exists hourglassing, so the hybrid formulation is suitable to imitate the geomaterial. When the soil obeys nonrelevent flow rule, the yielding function is different from potential function, and the elastic-plastic matrix of soil is asymmetric, so the unsymmetry numerical solver and appropriate finite element mesh is required.

研究结果表明，土体弹性模量和泊松比对二维基础极限承载力没有影响，但是影响着三维矩形基础的极限承载力，控制着ABAQUS数值算法的计算精度与收敛速度；地基土压力系数控制着地基土体中的地应力平衡，从而影响着二维条形基础和三维矩形基础的极限承载力和地基破坏包络面；对于不排水饱和软黏土地基，常规的完全积分单元会造成剪力自锁现象，而减缩积分单元则存在过于柔化的现象，故采用杂交单元来模拟较合适；当土体服从非关联流动法则时，屈服函数与塑性势函数之间存在差异，从而导致土体弹塑性矩阵呈现非对称性，在有限元计算中必须采用非对称数值解法，并且合理地划分单元才能对极限承载力进行准确求解。

The anteroposterior projectionof the foot, utilized to examine the foot disease in the past was referred as to the freely-stressed method. However, most of the patients on suspicion of Hallux Valgus get pains while standing with weight-bearing. Additionally, the patients' real conditions can not be diagnosed without standing. it is helpful for us to apply both the foot weight-bearing and the foot non weight-bearing so as to probe the individual difference between the HVA and the IMA 1(superscript * intermetatarsal angle and further to provide the informative resources concerning the assessment of performing surgery operation. The study include 40 patients who we having Hallux Valgus of different degree, The findings have revealed the significant difference among 40 patients after the method-weight-bearing AP of the foot projection given.

过去一般常用诊断足部疾病的足部摄影(anteroposterior projection of the foot； AP projection of the foot)是指未施加压於病人足部的拍摄方法，然而多大脚趾外翻的病患常於站负重时感觉疼痛舒服，而未负重摄影却无法呈现出病人站时的真实态，因此我们用足部前后位负重摄影(weight-bearing AP projection of the foot)与足部未负重摄影(non weight-bearing AP projection of the foot)的影像比较其大脚趾外翻角(Hallux valgus angle， HVA)及第一跖骨间的角1(上标 st intermetatarsal angle， IMA的差，进而提供外科手术的估评。

A of 2 case study. Attaint of the bearing inside drive-box is mobbish, when Gai Weixiu is being uncovered after damaging every time, discover bearing has hair blue appearance, bearing hair is blue because lube did not get the bearing burn that ensure and brings about,be.

传动箱内轴承损坏是无规律的，每次损坏后揭盖维修时发现轴承有发蓝现象，轴承发蓝是由于润滑油没有得到保障而导致的轴承烧伤。

Classing by function:normal ball bearing slide ,self closing runner (self close runner,self-closing ball bearing slider,auto close drawer slide),soft close runner(soft-closing ball bearing slide,drawer slides rails damped by air,drawer slides rails damped by oil,moving action slow down slide),concealed drawer runner(undermount slide,hidden drawer slide),concealed self close drawer runner, concealed soft close drawer runner, one -tuch auto opening concealed drawer slide,basket ball bearing slide,drawer runner,Touch Release Runners,TIP-ON runner/slide,Concealed Undermount Drawer Slides.

按功能分类：普通钢珠滑轨，自关滑轨，自关缓冲滑轨，液压缓冲阻尼滑轨，气压缓冲阻尼滑轨，自关阻尼滑轨，，隐藏式普通滑轨，隐藏可调节滑轨，隐藏自动回拉滑轨（或隐藏自动回位滑轨，隐藏阻尼滑轨），隐藏自动弹出式滑轨，反弹式滑轨，双层小板抽拉篮滑轨(Double-layer pull out rack runner)，可调式挂钩滑轨，全抽式米箱滑轨--科学直观的分类

In this poper, bearing faults are fallen into three categories: rubbing between bearing and journal, breaking of bearing brass, ablating of bearing brass.

由于影响轴承工作的因素，特别是偶然性和随机性的因素较多，使得滑动轴承故障机理及征兆的研究成为了一项复杂的工程任务。

Our factory produce SN300-type sliding bearing a variety of ways from the design and size range on a different adjustment, in the efforts of all staff to produce a large number of high quality and various forms of sliding bearing, SN300-type sliding bearing block SKF Bearing is the most common one common.

我厂生产的SN300型滑动轴承座有多种从设计方式和尺寸范围上进行了不同的调整，在全体员工的努力下生产了大批的品质优良、形式多样的滑动轴承座，SN300型滑动轴承座是SKF轴承座中最普遍通用的一种。

According the stiffness of bearing plate, the deformation test of bearing plate method is divided into rigid bearing plate method and flexible bearing plate method. Adaptation range of the two tests are stipulated according to regulations.

承压板法变形试验根据承压板的刚度分为刚性承压板法和柔性承压板法，两种试验方法的适用范围在规程中均有相应的规定。

He paid $5,000 for this cupcake.

他我这个纸杯蛋糕花了5000美元。

I mean, if you want to, that is

我的意思是，如果你们想吃的话。