地基

Results show that vertical ground vibrations are generally greater than the lateral vibrations in the area vicinity to the central line of the railway, and decrease rapidlywith an increase in the distance to the central line.

结果表明：列车通过时，地面的竖向振动普遍比横向振动大；在靠近线路中心的区域，竖向振动随到线路距离的增加很快衰减；地面的横向振动有时比竖向的大，计算时不应忽略；地面振动强度和传播范围随地基弹性模量和埋深增加而减小。

The lateral displacement of the surface layer is maximum; and the middle and bottom layers are not evident.

由位移和孔压的变化曲线可知，地基表层上在地震过程中发生的侧向位移最大，而表层以下的土层侧向位移不大。

Designtheory of RC lattice beam is studied by analytic solution of the beam on Winklerelastic foundation quantificationally.

2提出了格构锚固结构的力学模型，利用Winkler弹性地基梁上的解析解定量研究了钢筋砼格构梁的设计理论及各参数的优化取值。

Aims at the deficiency of foundation opposite force distribution hypothesis of existed calculated model, the article carries through the indoor model experiment of prestressed anchor-cable and lattice beam, and analyses the actual distribution situation of the soil stress at the bottom of the lattice beam.

本文针对现有计算模型对格梁底部地基反力的分布假设的不足，进行了预应力锚索格构梁的室内模型试验，并对格梁底部土体应力的实际分布情况进行了分析。

So the main study contents of this thesis are as follows: the load distribution pattern along the length beam and the cross beam in the place of node、 the appropriate matching rigidity of the length and cross beams in the action of same anchorage force and the affection pattern discuss on sloping surfaces dip angle、 beam rigidity 、 anchor-rope angle as well as the position of load which affect the load distribution ratio on length and cross beams. In the end it brings forward lattice beam internal force calculated method on the basis of double parameter groundsill model.

鉴于此，本文主要的研究内容是格构梁节点处荷载沿纵横梁的分配规律、同一锚固力作用下纵横梁合理的匹配刚度以及对格构梁纵横梁荷载分配比值可能存在影响的坡面倾角、梁刚度、锚索夹角、加载位置等因素的影响规律探讨，最后提出基于双参数地基模型的格构梁内力计算方法。

The shaking table model tests on SSI carried in this dissertation lay a strong foundation for further research on computational analysis, rationality validation of computational model and analytic methods.

本文关于结构—地基动力相互作用体系的振动台模型试验及所获得的整套试验数据，为后续进行计算分析研究、验证计算模型和计算方法的合理性等进一步研究工作奠定了基础。

At first, this paper conducts in depth research on classification method, compaction propeties, granulometric composition and crushing of stone. On the basis of clarifying engineering characteristics of material of rock-filling embankment, requirements of ground treatment have been put forword in this paper. Then combined with the site test and engineering practice in SHUINAN Road and LANLIN Road, through the synthetical analysis of factors of influencing densification effect for the maximum grain size of filling material, lay-down thickness, granulometric composition, densification machinery and densification frequency etc., this paper studies key technical problems about construction technologies for spreading and leveling of filling material, choosing densification machinery, densification technology and slope construction systematically. Finally, construction technologies of filling lime-stone and sand-stone roadbed have been proposed in this paper ,which are significant for quality guarantee of highway engineering.

本文首先从石料的分类方法、压实特性、粒径组成以及破碎性等方面进行研究，在明确填石路基填料的工程特性基础上，进而提出了填石路基的地基处理要求，然后结合广西水南路和甘肃兰临路填石路基试验路段上的现场研究，通过对填石路基填料最大粒径、松铺厚度、粒径组成，压实机械以及碾压遍数等影响压实效果因素的综合分析，系统研究了填石路基填料的摊铺与整平技术、压实机械选型技术、压实工艺以及边坡施工技术等施工工艺中的关键问题，最后提出石灰岩类和砂岩类填石路基的施工工艺要求。

In this a paper, an effective method is presented to analyse the twodimensional frame on a layered foundation.

l引言在高层建筑和水工结构物的设计中，考虑多层地基和上部结构的相互作用是一个重要而复杂的问题。

Leaning Tower of P is a tilt reason is because of its specificity of the foundation soil below caused.

比萨斜塔之所以会倾斜，是由于它地基下面土层的特殊性造成的。

In so high precision, atmospheric overfall, groundstill libration etc is not ignorable.

在这样的高精度下，大气湍流、地基振动等的影响是不可忽略的。

In the negative and interrogative forms, of course, this is identical to the non-emphatic forms.

。但是，在否定句或疑问句里，这种带有"do"的方法表达的效果却没有什么强调的意思。

Go down on one's knees;kneel down

屈膝跪下。。。下跪祈祷