【摘要】 通过对各向同性弹性体力学中拉甫位移函数重新修正,应用位移解法,利用Hankel积分变换理论,在象域内得到横观各向同性地基的通解,运用汉克尔积分反演变换得到了半无限地基在几种常见荷载(圆形均布、集中力、刚性承载板)作用下的应力和位移解析解,并给出了数值计算结果。更多还原

【Abstract】 A general solution for transversely isotropic foundation in the image field is obtained. The Love抯 displacement function is modified and the Hankel integration transform is employed in the solution. With the inverse Hankel integration transform, the solution of stress and displacement for half-space foundation under several common loads, such as circular uniformly distributed load, concentrated load and rigid plate load, is obtained. Numerical results are provided.更多还原