Integral equations for solving the consolidation settlement of an elastic circular plate resting on a poroelastic half space 求解饱和半空间上弹性圆板固结沉降的积分方程
Scattering of dynamic sh - wave and dynamic stress concentration problem are investigated by u - shaped lining in half space 研究了半空间马蹄形衬砌对瞬态sh波的散射和动应力集中的问题。
Scattering of dynamic sh - wave and dynamic stress concentration problem are investigated by u - shaped cavities in half space 研究了半空间马蹄形孔洞对瞬态sh波的散射和动应力集中的问题。
The background field is calculated with horizontal layer model , based on which 3 - d field is found 在背景场计算中，对地下均匀半空间和水平均匀层状模型的背景场对二次异常场的影响进行讨论。
Another form of tracing collector , the heap is divided into two equally sized semi - spaces , one of which contains active data and the other is unused 中，堆被分成两个大小相等的半空间，其中一个包含活跃的数据，另一个未使用。
However , the copying collector deals poorly with long - lived objects , repeatedly copying them back and forth from one semi - space to another 不过，复制收集器处理长寿对象却很糟糕，它要从一个半空间向另一个半空间反复来回复制这些对象。
A minor collection will copy live objects from eden and one of the survivor semi - spaces into the other survivor space , potentially promoting some objects to the older generation 小的收集将活的对象从eden和一个生存半空间复制到另一个生存半空间，并可能提升一些对象到老的代。
Based on the deduced vector potentials , the expressions of the electric fields are derived . also the numerical evaluation method of sommerfeld integrals appeared in the expressions is discussed 接着推导出半空间界面附近电偶极子的电场强度的表达式，并讨论表达式中索末菲积分的数值求解方法。
Considering the elasticity of the foundation , the author uses the same integral transform method and analyses the presence of the pore water and the effect of the rigidity of the foundation on the dynamic response of the foundation 对于饱和地基上弹性基础的扭转振动情况，本文采用同样的方法分析了半空间孔隙水的存在和基础刚度对动力响应的影响。
The main achievements could be summarized as follows : 1 ) the dynamic response of the saturated , porous , elastic half - space is studied in this paper , and saturated soil is taken as elastic two - phase media 现将本文的主要工作简单介绍如下：本文以饱和土为研究对象，在两相介质为弹性介质等一些条件假定下，进行了饱和弹性半空间动力响应问题的研究。
