查询词典 on the foundation

Based on an analysis on the lithologic character of gate site strata, high pressure gunite technique is adopted for the construction of pile foundation with large diameter , so as to improve the foundation bearing capacity of quay wall sand foundation at both sides of tide gates.

介绍了大风江调水工程中的东场挡潮闸工程的基础及工程地质情况，分析了闸址地层岩性，提出了采用高压喷射灌浆技术形成较大直径桩基，提高挡潮闸两岸岸墙砂基础的地基承载力，并详细论述了高喷桩的设计、施工和质量控制。

Then the pile-soil stress characteristics and stabilizing mechanism of the composite foundation are fully discussed. Based on the close analysis of the influence factors of the vertical bearing capacity, circular aperture extension theory is employed to establish the computing formulas for the pile vertical stress and the foundation vertical bearing capacity, respectively. Moreover, with analyzing the features of the calculation parameters such as materials of gunite mortar, jet pressure, diameter of the jet pipe, pile length, pile layout, a design theory for chemical churning pile composite foundation is proposed. Then, the variation of the pipe deformation with loads, the deformation coordination of pile and soil are studied. And methods to decide pile-soil stress ratio and the compressive modulus are developed. Meanwhile, the corresponding design method and the design parameters are proposed. In addition, studies for construction technique and quality detection of the chemical churning pile composite foundation are presented.

在此基础上深入探讨了旋喷桩的桩土受力特性及其复合地基的加固机理，从影响旋喷桩复合地基竖向承载力的因素入手，基于圆孔扩张理论给出了桩体竖向应力及旋喷桩复合地基的竖向承载力计算公式；通过对喷射浆液、喷射压力选取、喷射直径估算、桩长及桩位设计等各种计算参数的深入分析和研究，提出了一套相应的旋喷桩复合地基设计计算方法；通过计算分析，深入探讨了旋喷桩复合地基变形随荷载变化规律、桩和桩间土变形协调关系、桩土应力比及复合地基压缩模量的确定，并提出相应的设计方法和修正参数；此外，结合工程应用，对旋喷桩复合地基的施工技术及其现场质量检测方法进行了较全面的探讨。

The results showed when the structure on raft foundation was close to the tunnel, the total displacement at the top of superstructure took place irreclaimable excursions to another direction, the foundation swung, too. But that of the structure on pile-raft foundation was not.

计算结果表明，当隧道紧靠建筑物时，筏基－结构相互作用体系的基础和结构顶层水平位移均发生了向无隧道一侧的偏移，而桩筏基础－结构相互作用体系的基础和结构顶层水平位移均未发生偏移。

In combination with the crushed rock slope as an example, the allocation of an anchorage force on longitudinal beams and transverse beams is calculated by adopting the distribution coefficient law of the nodal form at first. Then the internal forces of the lattice beam are calculated respectively through the software on the basis of Winkler elastic foundation model and the semi-infinite foundation model, and then compared with the internal forces which are based on simplified foundation pressure calculation. The active pressure of rock is calculated approximately by Ranking soil pressure theory in the working stage. Sequentially, the reinforcing bars are disposed by two-stage's averagely calculated values.

以破碎岩质边坡为例，采用节点荷载分配法计算了锚索锚固力在格构梁纵、横梁之间的分配比率，然后基于Winkler弹性地基模型和弹性半空间地基模型分别计算格构梁在张拉阶段的内力，并与采用简化的地基反力计算值对比；采用朗肯土压力理论近似计算在工作阶段主动岩体压力，将地梁视为在线性分布力作用下倒置于坡面上的连续梁，按力矩分配法计算地梁内力，取两阶段计算平均值进行配筋。

The influence of the interaction on the mode shapes of the dam is also analyzed. Based on the above analyses, two modified models, which are massless damping foundation and part of mass foundation, are presented to simulate the dam--foundation interaction mechanism. A new method to form the non-proportional damping matrix is proposed.

在此基础上，为了更好地模拟坝—地基相互作用的机制，提出了两种改进的地基计算模型：无质量有阻尼地基模型和部分有质量地基模型，建立了形成体系非比例阻尼矩阵的方法，并用来分析了相互作用对重力坝的地震反应的影响。

The transmission depth of superimposed stress on foundation due to stocking large-area mineral ore is especially deep and slowly converges, when mineral ore stockyard is in operation, it will arise large superimposed stress on stockyard foundation and even deep foundation.

矿石堆场大面积的堆矿荷载产生的地基附加应力传递深度大、收敛慢，在矿石堆场投入使用时，堆场地基、甚至深层地基都将产生很大的附加应力。

Amongst the most popular were the fish carved and incised under the glaze of the classic Northern Song Ding wares, such as that carved in the interior of the large basin in the Percival David Foundation,23 and moulded on Northern Song or Jin dynasty Ding wares such as the dish with paired fish and lotus in the Idemitsu Art Museum, Tokyo.24 Fish also appear on popular wares such as the 12th century Cizhou wares with sgraffiato decoration, as seen on the famous pillow with catfish and eel grass in the Yamato Bunkakan Museum, Nara.25 They can also be seen on Southern Song celadon-glazed wares from the Longquan kilns, usually in the form of a pair of sprig moulded fish applied in relief under the glaze, as on a dish in the Percival David Foundation.26

最盛行的是著名的北宋定窑明刻和釉下暗刻鱼纹，诸如大卫珀西瓦尔基金会收藏的内底心雕刻的大盆，以及东京 Idemitsu 艺术博物馆馆藏的北宋或金代定窑盘子上的双鱼莲花造型。12世纪磁州窑的瓷器上也带有鱼的纹饰，正像在那件在奈良大和 Bunkakan 博物馆馆藏的著名的鲶鱼和蛇形鱼草瓷枕上所见到的那样。在南宋龙泉窑青釉瓷器上也同样可以见到鱼纹，通常是一对儿小枝造型的鱼以釉下暗刻浮雕的形式出现，正如大卫珀西瓦尔基金会一件盘子上所见到的那样。

With the historical research into the Communist Party of China leading Chinese people to carry on the industrializes construction after the foundation of our country, from the history angle. This text expect to analyze and research the theories basis and history foundation of the choice of china"s industrialization road at different history period, and on the base of this foundation, summary the characteristics of China"s industrialization road seriously.

本文通过对建国后中国共产党领导中国人民进行工业化建设的历史考察，以期从历史的角度出发，分析研究在不同的历史时期，中国工业化道路选择的理论依据和历史基础，并在此基础上认真总结中国工业化道路的特点本文由前言、结束语和三个主体部分构成：前言简要陈述了论文的研究背景、相关研究进展和研究方法；第一部分，客观分析在计划经济条件下，中国选择优先发展重工业的工业化道路的历史必然性。

This article mainly described 3DS the MAX 7.0 elementary knowledges as well as based on this foundation in foundation modelling, the revision model, the foundation composite object, the material quality and pastes the chart, the light and the photography and the animation foundation this a series of operating process, elaborated the work foundation process in detail, finally using the vediopost synthesis, by the AVI movie form output, direct-viewing and easy to watch.

本文主要描述了3DS MAX 7.0 的基础知识以及基于这个基础上的基础建模、修改模型、创建复合对象、材质与贴图、灯光与摄影和动画基础这一系列的操作过程，详细论述了作品的创建过程，最后应用vediopost合成，以AVI影片格式输出，直观并且易于观看。

The concrete dam displacement is studied considering the factors such as foundation modulus increasing with depth, seepage coefficient reducing as depth, seepage coefficient anisotropic, curtain and drainage in the dam heel and seepage field and stress field coupling. Some conclusions are obtained: if the foundation is considered only with the seepage volume load, the dam top horizontal displacement of the reference base point develops upstream. When the foundation size increases, the reference base point's horizontal displacement increases. However, the value measured by the reversed pendulum anchored to the rock foundation is often regarded to be absolute displacement. The above practice is estimated to be limited when the water load on the dam foundation is taken into account.

分析了地基变形模量随深度逐渐增加、渗透系数随深度逐渐减小、坝基渗透系数各向异性、坝踵设置帷幕排水，以及考虑渗流场和应力场耦合等对混凝土坝位移分量的影响，得出如下结论：作用在地基上的水荷载，使混凝土坝坝顶相对参考基点（倒垂锚固点或坝踵正下方1倍坝高处）的水平位移指向上游，而参考基点的水平位移随地基截取范围的增大而增大，由于大坝工程上常将倒垂线锚固在岩基深处，并认为该倒垂线测值为绝对位移。

But we don't care about Battlegrounds.

但我们并不在乎沙场中的显露。

Ah! don't mention it, the butcher's shop is a horror.

啊！不用提了。提到肉，真是糟透了。