1) hole wall deformation
孔壁变形
2) shape of borehole wall
孔壁形态
1.
In the pullout test of the peak shear strength between the grout and the bore wall in the interior bond section of prestressed anchor cable,it is observed that the specimen is instantly cracked by the hoop tension which is result of the geometric wave shape of borehole wall when the specimen is subjected to axial tension.
分析了产生这一现象的原因,指出它是由孔壁高低起伏、锚杆孔径微变和孔轴线弯曲等锚杆孔壁形态引起的;给出了试验中几类典型岩体锚杆孔壁形态的实测结果,探讨了锚杆孔壁形态对其承载力的影响,详细分析了锚杆孔壁高低起伏的形态对其承载力的影响,从中发现后2种锚杆孔壁形态对其承载力影响更大。
3) shape of hole wall
孔壁形状
1.
The shape of hole wall is varied accoirding to construction process.
通过对几根试桩的孔径曲线和极限承载力进行比较，从中发现，孔壁形状凹凸不平的桩比孔壁形状平直、光滑的桩具有更高的承载力。
4) wall thickness deformation
壁厚变形
1.
Finite element simulation and experimental analysis of wall thickness deformation in the process of pipe bending;
管材弯曲壁厚变形的有限元模拟与试验分析
2.
The study on the experiment of wall thickness deformation of coreless bended small-diameter tube;
小直径管无芯弯曲壁厚变形的试验研究
5) sidewall distortion
边壁变形
6) Deformation of the thin-wall parts
薄壁变形
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