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1)  improving the formation of slag
矿渣垫层加固
2)  steel-ash cushion
钢渣垫层
1.
Researching a series of problems about using steel-ash cushion to consolidate the soft clay ground,such as properties of materials,construct process,quality control and examination.
结合钢渣垫层加固软土路基工程实例 ,从填料的工程特征、工艺设计、施工质量控制及处理效果、检测等方面进行了较系统的理论分析和试验研究。
3)  Ore cushion
矿石垫层
1.
Ore cushion is simulated by filling in the pipe with gravels.
在激波管内充填高压气体模拟矿顶冒落后产生的高压气浪 ,充填块石模拟矿石垫层。
4)  Slag layers
矿渣层
5)  slag base
矿渣基层
1.
Combined with the practice of slag base construction, the characteristics of base material and the relationship with disease have been discussed.
结合矿渣基层施工实际情况,讨论基层材料的特性与病害的关系,指出应采用铁渣,而且应采用陈渣。
6)  reinforced cushion
加筋垫层
1.
Research on the methods to evaluate critical height of embankment on soft ground considered effect of reinforced cushion;
考虑加筋垫层作用的软基路堤临界高度确定方法初探
2.
The design theory and method of geogrid reinforced cushion;
土工格栅加筋垫层的设计理论和方法
3.
The testing results shows composite foundation can meet the required bearing capacity,and form "reinforced cushion" to diffuse additional stress among the "effective pile length",so the settlement becomes little;reasonable pile-soil stress ratio distribution brings the bearing capac.
试验结果表明复合地基在"有效桩长"范围内,承载力可以满足要求,并形成"加筋垫层",有效扩散应力,使沉降变形减小;桩土应力分布合理,使桩和土体各部分的承载潜能均可以得到较好的发挥,从而使复合地基可以较好满足承载和沉降的要求。
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