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In this paper the main criteria adopted for the design and some aspects of the observed behavior of the piled foundations of a cluster of circular steel tanks are reported. They were designed to store sodium hydroxide, a toxic liquid with a unit weight of 15.1?kN/m3. Shallow foundations would have been safe against a bearing capacity failure, while the predicted settlement was beyond the allowed limit. Accordingly piles were designed to reduce the settlement and improve the overall performance of the foundations. While conventional capacity based design approach led to a total of 160 piles to support the five tanks the settlement based design approach led to a total of 65 piles achieving significant savings on the cost of the project. The settlements of four out of the five tanks were measured and for two out of the five tanks the load sharing among the raft and the piles was also observed. Both the analyses carried out at the design stage and the back-analyses of the observed behavior were based on the interaction factors method as implemented in the computer code NAPRA [Russo (1998), Int. J. Numer. Anal. Methods Geomech., 22(6), 477–493]. 相似文献
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人们常用的基础类型有天然基础、桩基础、筏板基础以及桩筏基础等.在基础选型时必须考虑建设场地的地质状况、上部结构的类型、施工条件、使用要求,同时还应考虑施工周期,工程投资等综合因素.通过对上述影响基础设计的因素进行分析,探讨混合基础型式在高层建筑基础设计中的实际应用. 相似文献
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某高层建筑筏板基础大体积混凝土施工技术 总被引:1,自引:0,他引:1
主要介绍了高层建筑平板筏板基础大体积混凝土施工前的温控计算,以及施工过程中采取的设计构造措施、材料措施、施工措施,并对施工现场混凝土温度进行了测量。 相似文献
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The piled raft is a geotechnical composite construction, consisting of the three elements piles, raft, and soil, which is applied for the foundation of tall buildings in an increasing number. In a parametric study, 259 different piled raft configurations have been analyzed by means of three-dimensional elastoplastic finite element analyses. In the study, the pile positions, the pile number, the pile length, and the raft-soil stiffness ratio as well as the load distribution on the raft has been varied. In the scope of this paper, the results of the parametric study are presented and design strategies for an optimized design of piled rafts subjected to nonuniform vertical loading are discussed. 相似文献
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利用OpenGL与C++Builder的接口,开发出了三维计算可视化系统,可动态地建模,计算、显示浮筏隔振装置设计的全过程。 相似文献
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文章介绍了武夷山竹筏育制场项目的背景、地域特征、设计思想和建造过程,主要分析了在设计过程中对建筑的结构、采光、通风、尺度、材料、建造等问题的具体考虑,提出工业建筑可以回归到对建筑本体问题更单纯的探讨,作为对当代建筑过多地被文学或哲学话语所裹挟的现象的一种反思。 相似文献
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建立了筏架和基础板均为弹性体的浮筏动力学方程,分析了隔振器的非线性刚度对系统动态特性的影响。在线性条件下,通过刚柔耦合软件仿真,验证了建模理论的合理性,并通过功率流方法,对结构能量的传递进行了分析。在非线性条件下,隔振器具有立方非线性的刚度项,利用多尺度法研究系统发生内共振等条件,同时通过数值方法计算分析了系统在单频和多频激励下的非共振响应。研究结果表明:线性和非线性条件下的柔性浮筏隔振系统,其动力学特性区别明显。非线性条件下,筏架的刚柔程度显著地影响系统特性,而线性条件下的低频段,该影响较小。同时非线性条件下的系统存在较为复杂的谐波及倍周期现象。 相似文献
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《Soils and Foundations》2014,54(2):126-140
Piled raft foundation has been widely recognized as a rational and economical foundation system with the combined effects of raft and piles. However, the behavior of laterally loaded piled raft foundation has not been well understood due to the complicated interaction of raft–ground–piles. A series of static horizontal loading tests were carried out on three types of foundation models, i.e., piled raft, pile group and raft alone models, on sand using a geotechnical centrifuge. In this paper, the influences of relatively large moment load and rotation on the overall performance of laterally loaded piled raft foundation were examined. From the centrifuge model tests, it is found that the vertical displacement due to horizontal loads is different between piled raft and pile group foundation, and this vertical displacement has significant influences on the performance of laterally loaded piled raft foundation. The horizontal resistance of the pile part in the piled raft foundation is higher than those observed in the pile group foundation due to raft base contact pressure. The vertical displacement of the foundation due to the horizontal loads affects the vertical resistances of piles, which results in the different mobilization of moment resistances between the piled raft and pile group foundations. 相似文献