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1)  water-softening
水致弱化
1.
Taking cutting landslide of expansive soils controlled by discontinuities as an example,a simple mechanical model considering water swelling is proposed,which takes the strain-softening and water-softening of slip surface materials under the condition of rainfall into the consideration.
以受结构面的控制膨胀土堑坡滑坡失稳为例,考虑降雨条件下,滑面介质的应变软化和水致弱化,提出了一个简单的考虑吸水膨胀的力学模型,并利用突变理论分析其失稳破坏的力学机制。
2)  soil weakening by water
土的水致弱化
1.
The calculated results of stability and displacements indicate that unstability of slope is mainly caused by groundwater affection and soil weakening by water,and catastrophic analysi.
边坡的稳定性分析和位移计算结果表明,边坡失稳主要是由地下水的影响及土的水致弱化性质引起的。
3)  chemical preparation
化学致弱剂
1.
Eimeria tenella hybridization F2 strain oocysts were attenuated by chemical preparation.
采用化学致弱剂致弱柔嫩艾美耳球虫杂交F2株卵囊。
4)  Hydrolysis weakening
水弱化
5)  Hydrolytic weakening
水解弱化
6)  Weak acidified water
弱酸化水
补充资料:场致发光材料(见电致发光材料)


场致发光材料(见电致发光材料)
electroluminescent material

见场致发光材料eleetrolumineseent material 电致发光材料。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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