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Referring to thecharacteristics of highway construction,the zoning maps of loess collapsibility is drawn by analyzing and summarizing research results of different fields.

黄土湿陷特性的分区是在总结和分析不同行业的湿陷性分区成果基础上,结合公路工程建设特点进行了黄土地区公路湿陷性分区。

This paper indicates the way of germanium,and the distribution and behavior of germanium in zinc hydrometallurgy at first.

文中指出了锗在湿法炼锌系统走向;说明了锗在湿法炼锌系统分布及行为;重点对浸出阶段最佳除锗条件、锗对电解工序的危害以及几种富集回收锗工艺做了叙述;强调了生产中应注意几点事项。

This article introduces the research progress in the improvement of the tradition wet strength agent and the development of new environment-friendly wet strength agents such as the polyacetal, the glutaric dialdehyde, the high polymer latex and so on.

介绍了国内外改进传统湿强树脂和聚缩醛类、戊二醛、高分子胶乳类等新型环境有好型湿强剂的研究现状及其作用机理,并且指出环境友好型湿强剂是今后研究发展的方向。

Secondly, by the analysis of influencing factors of collapsibility of loessal foundation, results indicated that at the basis of the grey incidence analysis on influencing factors of collapsibility of loessal foundation,the void ratio is the superior and steadily influencing factor of collapsibility at all events and other influencing factors will have different degree of influence according to the specific conditions of loess foundation.

通过分析影响黄土湿陷性变形的因素,对于湿陷变形因素的关联分析,可以看出土性指标对湿陷性的影响程度,孔隙比的影响比较突出,基本上可以认为是在土性指标对湿陷性的影响程度中最大的,其它指标会因土质含量、黄土的类型不同而影响各异。总之,本文应用灰色系统理论的关联分析法对应用广泛的工程实用模型变形计算方法做一些因素分析、进行反思,同时证明了弦线模量法计算沉降是值得大力推广的,弦线模量法计算沉降在将来的工程实践中必将带来更为可观的社会经济效益。

Overwet phenomenon, which is found in the DCFBS experimental research was discussed. The effect of overwet on the desulfurization efficiency and on steady operation of the units was analyzed. It is pointed that the overwet zone in the tower is not only the main desulfurization reaction zone, but also the main scaling zone. It plays an important role for the units operating stably with high-efficiency.

本文对DCFBS实验研究中发现的反应塔内的过湿现象,进行了分析与讨论,并研究了过湿现象对脱硫装置的脱硫效率和稳定运行的影响,指出脱硫塔内过湿区既是脱硫反应的主反应区,也是主要的结垢区,它对脱硫装置稳定高效运行起着重要作用。

The techniques about side-entry sub leave casing shoe logging,h igh deviation hole condition wet connectors contact,to prevent wet connectors blockage in long open-hole well,to prevent wet connector unlatching in logging,w ire-line safe protection,c ase pipe conveyed logging in minor size casing are explained in details.A large number of logging results to proved all improvement are success,pipe conveyed logging important operation method is expounded.

详细叙述了改进的旁通出套管鞋测井作业安全防护技术;大斜度状态下湿接头对接技术;防止长裸眼条件下湿接头堵塞技术;防止测井中湿接头松脱技术;测井电缆安全保护技术;小井眼固井质量水平井测井工艺技术,用大量的实际测井效果证明了以上改进技术的可行性,简述钻杆传输测井作业中重点方法。

Last night, driving a newly purchased humidifiers, sleep inside mouth with full Cunduan fish, but how can not bear to bite continues, see a mountain stream ran like a muddy spring of the wet sand, spray it down alignment Tameguchi to see those fish homeopathy rolling wet sand, ear a voice said, good catch of fish of Letting Them Go, timely blocking of the shadow is trying to reach out.

昨晚开着新买的加湿器,睡梦里口腔含满寸断小鱼,却怎么也舍不得咬下去,跑来跑去看到山涧一处浑浊的类似泉眼的湿性流沙,对准溜口喷了下去,看那些小鱼顺势滚下湿沙,耳旁一个声音说,不好捉放生的鱼,及时阻隔了正在企图伸手的影子。

The heat and moisture transfer process in porous material, heat and moisture absorbing and desorbing process on wall surface and thermal and humid environment in the underground plants are first researched systemically in this paper.

本文首次对水电站地下厂房多孔围护结构的热湿传递过程、壁面热湿吸放过程和厂房室内热湿环境进行了全面系统的研究。

Presents the characteristics of recreational natatoria, discusses the modes of HVAC systems, heat and moisture load calculation, ventilation rate determination and winter ventilation operation adjustment, and provides two calculation methods of outdoor humidity ratio in transition seasons.

介绍了娱乐性游泳馆的特点,探讨了暖通空调系统形式、热湿负荷计算、通风量确定、冬季通风运行调节等问题,提出了两种过渡季室外含湿量计算方法。

The new ideas from this paper: using mechanics principle study of soil, create a practical test to prove that it could change the physical mechanics character of base soil completely, reducing distortion, improving strength, and eliminating wet or sinking of base soil by seal extrusion during hole formation process at certain replacement rate; it could strengthen the loessial soil base to high bearing capacity to standard value of 300 to 400kPa through seal extrusion to hole formation technology together with rammed cement soil pile. Some value of the parameters adopted by bearing capacity calculation of the composite base of rammed cement soil pile with seal extrusion to hole formation exceeded the criteria of 'Technical Regulation on Building Ground Treatment'.(JGJ79-2002) This technology meet the design requirements and save investment.

本课题的创新点:1 利用土力学原理进行研究及理论推导,并经实践:证明了在置换率为某一定值的情况下,在成孔过程中通过挤密作用可以从根本上改变地基土的物理力学性质,使地基土的变形减小,强度提高,湿陷性消除;2 挤密成孔工艺与夯实水泥土桩的组合,可使低强度的湿陷性黄土地基变成高强度的复合地基,其承载力特征值可达 300~400kPa;3 挤密成孔法夯实水泥土桩复合地基承载力计算所采用的有关参数取值范围超出了《建筑地基处理技术规范》JGJ79-2002 中的有关规定;4 在节省投资的前提下,解决了地基高承载力、低变形及黄土湿陷性问题,达到了设计要求。

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