坝

In this thesis, the study method combining theory calculation with model test is adopted. Based on Chongqing Caiyuanba Yangtze Bridge, it is studied that various structure details impact on the fatigue property of steel bridge monolithic joint.

本文采用理论与试验相结合的研究方法，以正在兴建的重庆菜园坝长江大桥为背景，重点研究了各种构造细节对钢桥整体节点疲劳强度的影响。

The main sedimentary environment is delta front and delta underwater channel sand and branched channel mouth bar.

其主要沉积环境是三角洲前缘和三角洲水下河道砂体以及分支河口砂坝。

The delta distribution channel and the river mouth bar were dominated in Chang 6 period.

陕北地区发育大型三角洲沉积体，储集体主要以三角洲分流河道、河口坝沉积为主，主砂体厚度大于 15m ，砂体在纵向上可对比追踪，平面上复合连片。

Subaqueous distributary channel sand and distributarymouth bar were the main oil producing sandbodies, which had better physical properties, buthigher heterogeneity.

水下分流河道与河口坝是主要产油砂体，具有相对较好的储集物性，但非均质性较强。

The results show that the flow units consist of type A, B, C and D which distribute in sedimentary microfacies of subaqueous distributary channel, mouth bar, crevasse splay, interdistributary bay and subaqueous natural levee, respectively.

研究表明，本区的河流相储层可以划分为为A、B、C、D 4类流动单元，分别分布在水下分流河道、河口坝、决口扇、分流间湾和水下天然堤微相中。

Qingzhou Jinsheng Fiberglass Products Mill is one of the leadingprofessional fiberglass manufactures in china the main productsare including Fiberglass mesh Bolivian magnesium board Fiberglassinorganic cable channel cover plate Fiber glass weavingmachine.

青州市金胜玻璃纤维制品厂是一家专业生产玻璃纤维制品的企业，主要产品有玻璃纤维布、玻璃纤维镁板、玻纤无机电缆沟盖板、玻纤剑杆织机等。公司成立于1994年，位于交通方便的青州市东坝坡子开发区。现有员工200 。。。

The deformation monitoring items of the dam for Shanxi Hydropower Station include the elevation control network close to the dam area, plane control network of triangulation and trilateral, dam collimation line and settlement monitoring.

珊溪水电站大坝变形监测项目包括近坝区高程控制网和平面边角控制网、坝视准线及沉陷观测。

Contaminants can easily enter the subsurface through thin soil cover in stone forest and via swallow holes at the bottom of depression.

究其原因，尽管药池坝洼地底部土壤层覆盖较厚，但存在地表径流集中排向落水洞，生态石林分布区地表裂隙、溶沟发育，可直接接受雨水入渗，因而污染物极易通过降雨和地表径流过程进入含水层。

Based on theoretical analysis and finite element computation on 852 alternatives, the paper discusses the rational permeability, depth, thickness and location of grout curtain in concrete dam foundation.

本文通过理论分析和各种方案(共852个)的有限元计算，对混凝土坝岩基灌浆帷幕的渗透性、深度、厚度和位置的合理性，进行了分析论证；并建立了均质无限深坝基帷幕后的相对水头值的经验公式。

By using 3D-FEM, the causes of cracks of the dam body and asymmetric deformations are analyzed. On the basis of these analyses, the reinforcement measures like consolidation grouting, curtain grouting and thickening dam body are put forward.

5根据三维有限元方法系统地分析了长沙坝水库砌石拱坝的坝体开裂及不对称变形的成因，并以此为依据提出了进行固结灌浆、帷幕灌浆以及加厚坝体的加固方案。

The split between the two groups can hardly be papered over.

这两个团体间的分歧难以掩饰。

This approach not only encourages a greater number of responses, but minimizes the likelihood of stale groupthink.

这种做法不仅鼓励了更多的反应，而且减少跟风的可能性。