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1)  half load
半载荷
2)  semi-cross load
半跨荷载
1.
Arched buckling structure damage under semi-cross load;
半跨荷载作用下拱结构的屈曲破坏
3)  radius of load
荷载半径
4)  half span load
半跨载荷
5)  semi-flexible load
半柔性荷载
1.
The study results indicate that the variation of pile-soil stress ratio under rigid load is quite different from that under semi-flexible load,the pile-soilstress ratio of semi-flexible load is smaller than that of rigid load,the different settlement between pile and soil exists in settlement process.
结果表明:在刚性荷载和半柔性荷载条件下桩土应力比的变化规律存在着差异,半柔性荷载条件下的复合地基的桩土应力比载荷板刚性荷载下的桩土应力比小,半柔性荷载条件下的复合地基,在沉降过程中,桩和桩间土的沉降存在差异性。
2.
The study results indicate that the variation of pile-soil stress ratio under rigid load is quite different from that under semi-flexible load, the pile-soil stress ratio of composite foundation is smaller than that.
结果表明:在刚性荷载和半柔性荷载条件下桩土应力比的变化规律存在着差异,在路堤的半柔性荷载作用下,复合地基的桩土应力比较载荷板刚性荷载下的桩土应力比小,并证明了路堤填土确实存在着拱效应。
6)  Haversine wave load
半正弦荷载
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