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Cyclic Mechanical Response of Rigid Bodies Interacting With Sand Strata

机译:刚体与砂岩相互作用的循环力学响应

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In this chapter, the cyclic/dynamic interaction of rigid bodies with homogeneous/heterogeneous sand strata is taken into consideration. For the sake of simplicity, the problem is discussed chiefly with reference to strip shallow footings, but many considerations concerning different systems like buried pipes will be also introduced. The objective of this chapter is mainly to outline the features of a sort of homogeneization theory called the 'macroelement approach' and to demonstrate its capabilities for describing the interaction between structures and soil strata even when complex cyclic loading is taken into account. As far as shallow foundations are concerned, in the recent past many authors have demonstrated that the use of the macroelement approach provides a useful tool for reproducing the structural response of the superstructures without totally disregarding geotechnical issues.
机译:在本章中,考虑了具有均质/非均质砂层的刚体的循环/动力相互作用。为了简单起见,主要针对带状浅层立足点讨论该问题,但是还将引入许多有关不同系统(例如地下管道)的注意事项。本章的目的主要是概述一种称为“宏单元法”的均质化理论的特征,并证明即使考虑了复杂的循环荷载,其也能描述结构与土壤层之间的相互作用。就浅层基础而​​言,最近有许多作者证明了使用宏观单元方法可提供一种有用的工具,用于再现上部结构的结构响应,而无需完全忽略岩土工程问题。

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