3) lateral displacement
侧向变形
1.
Based on researching the collapse cause of an industrial building,it is concluded that the main cause is pile foundation’s lateral displacement induced by soil pressure,which is transferred to pile body due to soil arching action between piles.
在分析某工业厂房坍塌原因的基础上,认为由于侧移土体被动桩的成拱效应,地面超载引起的土压力被传递到桩身上,导致桩身发生了较大的侧向变形是这起事故发生的主要原因,事故的发生证明了侧移土体被动桩成拱效应的存在。
4) lateral deformation
侧向变形
1.
Study on the characteristic and prediction model for lateral deformations under embankments;
路堤侧向变形性状及预测模型研究
2.
Bilinear settlement prediction model in consideration of lateral deformation of subgrade;
考虑路基侧向变形的沉降双线性预测模型
3.
Study on modified factors for 1-D calculation of embankment settlement considering soil lateral deformation;
考虑侧向变形的路堤沉降一维法计算修正系数研究
5) lateral defermation
侧向形变
补充资料：大坝内部变形观测(见水工建筑物变形观测)
大坝内部变形观测(见水工建筑物变形观测)
daba neibubianxing guanCe大坝内部变形观测见水工建筑物变形观测。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条