加固的

This method has been applied to the stability analysis of the deep foundation of Wudu reservoir dam and the computational results are shown to be satisfactory by comparison with the conventional limit equilibrium method and the strength reduction FEM, which has been adopted in the design of dam foundation treatment.

将这种新的极限平衡方法应用于武都水库坝基的深层抗滑稳定性分析，并与传统的极限平衡法及有限元强度折减法进行比较，计算结果满意，并被坝基加固设计所采纳。

Comparison with the other soil improvement methods, dynamic compaction has much technical superiority to deal with such non-uniform backfilled soils, but the correlative researches are relative fewer, therefore this is an important research subject.

强夯加固技术对此种回填土地基的处理具有诸多其他地基处理方法不可比拟的技术优势，但这方面的研究相对较少，因此这已经是实践对理论提出的一个重要研究课题。

Substantial battens shall be used to provide a case sufficiently robust to withstand the deadweight of contents during handling.

应使用结实的板条加固，以保证给木箱提供足够的强度，承受起在搬运期间可能遭受到的大载重量。

"Unlike a vault, the truss exerts no thrust but only downward pressure; supporting walls require no buttressing or extra thickening."

同拱顶不同的是桁架不承担推力而只承担向下的压力，不需要扶壁或其它特别的加固物来支撑墙体。

"Unlike a vault, the truss exerts no thrust but only downward pressure; supporting walls require no buttressing or extra thicken ing."

同拱顶不同的是桁架不承担推力而只承担向下的压力，不需要扶壁或其它特别的加固物来支撑墙体。

The failure mode of the specimen without shear dowels is debonding between the interface of HPFL and concrete. However, this failure mode can be avoided by planting shear pins at the end of beams.

没有植剪切销钉的构件发生了加固层与构件混凝土之间的界面剥离破坏，但端部植入一定数量的剪切销钉后就能避免发生这种破坏模式。

Made a systematic analysis to the simulation results and educe these conclusions: The reinforcement action of pre-tensioned bolts supporting joints rock mass mainly externalizes in creasing the interlayer-pressure and roadway roof pressure.

预应力锚杆对层状顶板的加固机理是增加层间正压力，从而降低节理面之间的滑动位移，控制顶板离层量，降低巷道位移。预应力锚杆支护，是提高煤巷节理顶板稳定性的有效方法。

In order to solve the problem in practical engineering, the research of seismic evaluation and retrofitting of the existing small high-rise buildings has been done on the basis of theory and practical application.

为了解决实际工程中的问题，本文对现有小高层建筑的抗震鉴定与加固，从理论和实用的基础上进行了研究。

Because of aging ,change in use and accidental damages of the structures, the studies on strengthening and retrofitting structures were more and more concerned by countries of the world.

随着结构出现老化、使用功能变更、意外损坏等情况，对工程结构的加固和维修问题的研究越来越受到世界各国的普遍关注。

Firstly, by the data measured from field test, it was analyzed the characteristics and effect in reinforcing soft foundation with vacuum preloading method in which there is underplayed confined aquifer and sand.

首先，总结了真空预压现场试验监测成果，结合本工程有部分打穿下卧承压含水层及普遍存在夹砂层的特点，分析在此情况下，利用真空预压法加固软基的工程特性和效果，为以后类似工程的设计、施工工艺改进、机理研究和数值模拟等提供参考。

This one mode pays close attention to network credence foundation of the businessman very much.

这一模式非常关注商人的网络信用基础。

Cell morphology of bacterial ghost of Pasteurella multocida was observed by scanning electron microscopy and inactivation ratio was estimated by CFU analysi.

扫描电镜观察多杀性巴氏杆菌细菌幽灵和菌落形成单位评价遗传灭活率。