| 1. | Elastic half - space foundation model
弹性半空间地基模型 |
| 2. | An integral transform solution of rectangular foundation loaded steady vibration on an elastic half space
弹性半空间上矩形基础稳态振动积分变换解 |
| 3. | Input seismic wave fields in elastic half - space interbedded by liquid - filled porous medium and solid medium
不同介质互层分布的弹性半空间地震波场输入 |
| 4. | The theoretical method for solving axisymmetrical problems in multilayered viscoelastic asphalt pavement half space
沥青路面层状粘弹性半空间轴对称问题的求解 |
| 5. | 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。 |
| 6. | At first we should construct a suitable green ' s function , which is an essential solution to displacement field for an elastic half space with an arbitrary - shape - canyon impacted by antiplane harmonic line source loading at horizontal surface
首先构造了一个适合解答本文问题的green函数，该函数为含有任意形凹陷的弹性半空间在其水平面上任意一点承受时间谐和的反平面线源荷载作用时位移场的解答。 |
| 7. | In the end , according to the characteristics of cement mixing piles composite foundation , a practical settlement concluding method for composite foundation is recommend based on the mindlin solution for the centralized force in a half elastic space
最后，基于水泥土搅拌桩复合地基的特性，以作用在弹性半空间的集中力为前提的mindlin解应用于复合地基的变形计算中，提出一种较为实用的变形计算方法。 |
| 8. | First thing is to use a suitable green " function , which is a essential solution of displacement field for the elastic half space with a half circular lining , which impacted by out - plane harmonic line source loading at horizontal surface
求解该问题的过程中，首先利用一个适合本问题的green函数，该函数为具有半圆环形衬砌的弹性半空间在其水平表面上任意一点承受时间谐和的出平面线源荷载作用时位移场的解答。 |
| 9. | Research on theory and methods of the overlay on existing rigid concrete pavements , which is on semi - infinite elastic medium to moving load , is involved in this paper . and research will be connected with ndt . the disquisition on separable overlay is highlighted
本文讨论移动荷载下、弹性半空间地基上的刚性道面水泥混凝土加铺层的动态设计理论和计算方法，并试图把此套方法与场道无损检测评估系统结合起来。 |
| 10. | In the past many researchers studied dynamic stiffness and damping coefficients of surface and embedded rigid foundations of arbitrary shapes in the elastic homogenous half space . dynamic stiffness and damping coefficients were obtained by using regularly shaped foundations instead of arbitrarily shaped ones
首次提出利用动力相互作用因子求解均质弹性半空间上的任意形状的刚性明置和埋置基础的动刚度和阻尼系数的方法。 |
