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。
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。
Impossible to see in the picture: the coordinated shout and semi-bow toward the plane when the fueling was done.
还有图片上看不到的东西：加完油后，他们会齐声大喊，并向飞机半鞠躬。
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