1) swelling distortion magnitude
膨胀变形量
2) swelling deformation
膨胀变形
1.
Tests on swelling deformation of expansive soils;
宁夏膨胀土膨胀变形特征的试验研究
2.
Effect of swelling deformation on stability of expansive soil slope
膨胀变形对膨胀土边坡稳定性的影响
3.
This paper founds the relation of porosity, permeability and swelling deformation under considering swelling deformation made by coal adsorption gas, and by analysis it can be concluded that as gas stress in the coal bed increases, the swelling deformation becomes bigger, the porosity being much smaller, so as to weaken the permeability of the coal bed and make it difficult for gas flow.
在考虑煤骨架吸附变形特性的情况下,得出了孔隙率、渗透率和膨胀变形之间的关系式。
3) dilatancy
[英][dai'leitənsi] [美][daɪ'letṇsɪ]
膨胀变形
1.
Two models of steel slag filled-up road embankment are made to simulate their dilatancy.
制作了2个钢渣填筑路堤模型来模拟钢渣路堤的膨胀变形,经过217d的变形观测,得到了大、小试验模型竖向膨胀率的变化曲线,探索了钢渣填筑路堤模型的膨胀变形规律。
4) expansive deformation
膨胀变形
1.
Experimental research on expansive deformation of tertiary red sandstone in Nanjing;
南京红山窑第三系红砂岩膨胀变形性质试验研究
2.
Based on the measuring results of expansive deformation of self-stressing concrete reinforced with various ratios of reinforcement as well as steel fiber volume fractions at the ages from 1 day to 28 days, the different phases of expansive deformation with the age were investigated.
进行了不同配筋率下的钢纤维自应力混凝土1～28d限制膨胀变形的测量试验,研究了钢纤维自应力混凝土的限制膨胀变形随龄期变化规律,提出了限制变形与钢筋配筋率的指数关系以及钢筋与钢纤维共同作用时的混凝土变形规律。
3.
Addition to initial expansive rate and final expansive deformation,half-value time of expansive deformation process was employed to construct the mathematical property set of deformation-time model.
微观膨胀机理分析表明,浸水后膨胀变形的过程对应为土中原有的化学键断裂、新的氢键生成并伴随晶格水膜增厚的过程。
5) deformed dilation
变形膨胀
1.
Second,obtains closed but including burrs contour lines by using contour lines connection and deformed dilation.
首先根据几何约束和曲率信息得到由若干间断点描述的人脸五官区域轮廓线;其次采用边界连接及变形膨胀方法,得到完全闭合、但存在多余毛刺的区域边界;最后利用二维图像处理方法进行边界精确化处理,提取出比较精确的人脸面部特征区域。
6) dilatancy
[英][dai'leitənsi] [美][daɪ'letṇsɪ]
膨胀变形<地>
补充资料：岩石变形模量
岩石变形模量
deformation modulus of rock
yanshlb一anx一ngl下旧1一ang岩石变形模里(deformation modulus of roek) 指强度极限范围内的岩石应力应变之比。是岩石物理力学性质之一。在作反复加卸载试验时，岩石的总变形包括弹性变形和永久变形两个部分。岩石的变形模量ED为加在岩石上的应力与总变形之比，即 J八 百「一— 一’￡。十Cp式中氏为岩石所受的应力;‘为岩石的可恢复变形;哪为岩石的不可恢复变形。 (周昌达)
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