reinforced concrete foundation

Comparative analysis of critical length for a long wall or foundation slab based on the tensile strain limit of fiber reinforced concrete

纤维增强混凝土极限变形控制超长混凝土墙及地基板的临界长度比较分析

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It illustrates reverse cone-shape water-tower construction in a certain railway station from foundation engineering, shell body slip-form construction and reinforced concrete water tank construction, and summarizes several construction experiences.

从基础工程施工、筒身滑模施工、钢筋混凝土水箱施工三方面对某火车站倒锥壳水塔施工进行了详细的阐述，总结了几点施工体会。

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The generalized method analyzing the thick-thin slab on Vlasov foundation has been researched, the physical parameters of the foundation are identified by the inverse analysis. 2. The modal experiment on a reinforced concrete frame structure on soil foundation was done in laboratory.

利用？Vlasov？地基上厚薄板通用元建立地基板振动的通用方法，通过反分析识别得到地基的物理参数。？2.在实验室条件下对地基上的一座钢筋混凝土框架结构进行了模态实验研究。

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Through the design of the rock-embedded reinforced concrete pile foundation in the project of Cameroonian national gymnasium supported by China and the analysis on the pile test results, this paper probes into the applicability of the minor-diameter rock-embedded pile.

通过对我国援建喀麦隆国家体育馆项目的钢筋混凝土嵌岩灌注桩基础的设计及试桩的结果分析，探讨了小直径嵌岩桩的适用范围。

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The reasonable distribution of steel bars in the independent reinforced concrete foundation

钢筋混凝土独立基础底板配筋的合理分布

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The design of cast in sit reinforced concrete frame structure is introduced in this paper. With the discussions on superstructure design, foundation design of multistory frame buildings and other aspects author points out that the frame structure system is widely used in shop and office buildings.

介绍了现浇钢筋混凝土框架结构设计，从多层现浇钢筋混凝土框架结构的上部设计、多层框架房屋地基基础设计等方面进行了论述，指出框架结构体系在商场和办公楼中被广泛应用。

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Using Reinforced Concrete Poured Pile and Steel Support as Deep Pit's Enclosuring System& Practice on Deep Foundation Construction of the Project of Shanghai Jie Fang Daily and Printing House Building

以钢筋混凝土灌注桩及钢支撑作深基坑围护体系&上海解放日报业务楼及印刷厂工程深基础施工实践

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The change of stress in wall, lateral deformation of foundation pit sidewall and ground settlement behind the retaining wall is analysed according to the burying depth of reinforced concrete thin anchor wall body with finite element method.

文章采用有限元方法分析了钢筋混凝土薄壁锚拉墙不同墙体埋深时，挡墙的受力、基坑侧壁侧向变形及墙后地表沉降的变化情况。

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Determing bias stress of reinforced concrete and size of basal bottom of single foundation by direct calculation

采用直接计算法，确定钢筋混凝土偏压单独基础基底尺寸的问题

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For general reinforced concrete foundation, there is larger horizontal shear stress when the incident angle of P_1 wave is between 30 ° and 50 °;

对于通常的钢筋混凝土建筑，当P1波入射角为30°~50°时，基础容易产生较大的水平剪应力；

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Main conclusions are described as follows: 1. The dynamic response of cast-in-situ concrete thin-wall pipe pile composite foundation reactes strongly on the horizontal ground surface, and gradually decreases from the centre of the reinforced area to the marginal zone.

论文主要结论如下：1.现浇混凝土薄壁管桩复合地基地表水平向动力反应强烈，由加固区中心向边缘逐渐递减。

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