The total and differential settlements of representative sites were computed with layer wise summation method in conjunction with typical section of Shanghai-Nanjing expressway.
用无奇点边界元法和土力学中的分层总和法联合处理弹性地基上的薄板，求解板上选点的挠度，从而求得板的内力。
The total and differential settlements of representative sites were computed with layer wise summation method in conjunction with typical section of Shanghai-Nanjing expressway.
用无奇点边界元法和土力学中的分层总和法联合处理弹性地基上的薄板，求解板上选点的挠度，从而求得板的内力。
应用推荐