A fundamental solution for the problem of elastic semi-plane has been derived systematically.
文中系统地导出了弹性半平面问题的基本解。
2
Based on the elastic semi-plane stress solution of the semicircular excavation and rectangle excavation, deducing the soil displacement equation around the foundation pit.
以半圆形和矩形基坑弹性半平面应力解为基础，推导了基坑周围土体的竖向位移和水平向位移的计算公式。
3
Impossible to see in the picture: the coordinated shout and semi-bow toward the plane when the fueling was done.