地基

The mechanism of air float for the large diameter cylinder shell structure and the calculation of air flotage are introduced in this paper.

钢筋混凝土大直径圆筒适合作为软土地基上重力式结构的基础和挡土、挡水结构，如码头、防波堤、桥墩等。

Correlation between density of energy flux and relative intensity is given.

求出了取决于地表建筑地基的物理特性的振动载荷烈度。

According to the principle of ring-like strands operation, the mechanical analytic solution of presressed concrete penstock under the uni-ring-like radial loads is given out based on the theories of elastic footing beam.

根据环形预应力作用机理，结合弹性地基梁理论，提出了单环预应力作用效应的计算方法和预应力混凝土压力管道施工阶段的验算方法。

In fact, the feedback from the inertia force of the upper structure will alter the movement of foundation and accordingly alter the dynamic behaviors of the upper structure.

然而，实际地震中，由于上部结构的反馈作用，使地基发生变形，引起基础相对于自由场地的平移与转动，从而改变上部结构的动力特性。

Based on engineering practice and experiment, considering the lateral interaction of the pile and soil between piles, the computation formula of bearing capacity of granular material pile is proposed.

在工程实践及实验基础上，提出了考虑桩与桩间土横向相互作用的散体材料桩复合地基的承载力计算公式。

In addition, 3 outcrops in the Chiahsien area were involved into this study, which including Ssutehsiang, Paiyunhsiangku, and Niupu. Purposes of this fieldwork have two folds. One is to compare the specific occurrences of carbonate-cemented mudstones in TKS, HKS, PPS, FS, and those in the Chiahsien area. The other is to recheck Hayasaka's descriptions (1932) about the unique occurrences of fossil lucinids bivalves and fossiliferous marls of Chiahsien and the southeastern Shoushan.

此外，选定甲仙地区四德巷、白云仙谷以及牛埔等三个剖面，以做为与在大岗山、小岗山、半屏山以及凤山等地基底泥岩中所见特殊碳酸盐胶结泥岩产状的比较，同时也藉此验证Hayasaka（1932）关於甲仙四德巷与寿山东南侧矿场泥岩顶部地层中，所含泥灰岩与大量巨带蛤化石的记载。

I guess foundations are optional in China.

我猜在中国地基是可选择的。

In the method, the deformation of the pile is expressed as the Fourier Series which with the additional terms.

把竖直桩作为弹性杆，用带附加项的富氏级数作为挠曲试函数，提出了多层地基中横向承载桩的一种分析方法。

Based on the fundamental solution of circular load in the interior of the layered half space, the second kind of Fredholm integral equation of the single pile in layered saturated viscoelastic soil is obtained.

为了求解该问题，首先利用层状饱和土的圆形载荷基本解，建立了时域内层状饱和土地基中单桩的积分方程。

Transversely isotropic ; layered saturated ground ; Biot's motion equation ; elastic circular plate ; Fredholm integral equation

横观各向同性；饱和层状地基； Biot动力方程；弹性圆板； Fredholm积分方程

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