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1)  graded broken stone construction
级配碎石施工
1.
The technique of graded broken stone construction of east west highway in Algeria
阿尔及利亚东西高速公路级配碎石施工技术
2)  graded gravel
级配碎石
1.
On the Stuffing and Construction of Graded Gravel for Transition Zone in the High Speed Rail Bridge;
浅淡高速铁路桥涵过渡段级配碎石的填筑施工
2.
Through a great many of field experiment and comparison, we get economic, rational graded gravel and the mix ratio for bedding facing, work out a full set of constructional process plan, and quality control and check procedure.
根据大量的现场对比试验,优选出经济、合理的基床表层级配碎石材质及配合比,摸索出一套完整的施工工艺和质量控制检测程序。
3)  graded broken stone
级配碎石
1.
The transition section graded broken stone construction technology;
过渡段级配碎石施工工艺
2.
The quality control points of graded broken stone foundation;
级配碎石基层质量控制要点
3.
Analysis of continuous dynamic monitoring on vibrating compaction process of graded broken stone;
级配碎石振动压实过程的连续动态监控分析
4)  graded aggregate
级配碎石
1.
Characteristics of the modulus and distortion of the graded aggregate material;
级配碎石材料强度及塑性变形特性
2.
Working performance and evaluation index of fly-ash graded aggregates
粉煤灰级配碎石的施工和易性及其评价指标
3.
At the same time, the structure( 5cm asphalt pavement surface + 15cm graded aggregate.
在南非半刚性基层一般作为底基层,并且这种典型结构(5cm沥青混凝土+15cm级配碎石基层+25~40cm水泥稳定类底基层)在南非国家使用得非常广泛。
5)  Graded crushed stone
级配碎石
1.
Rational range determination of key sieve pores for graded crushed stone based on shear performance;
基于剪切性能的级配碎石关键筛孔合理范围确定
2.
Improvement suggestions of automatic production line of graded crushed stone;
浅谈级配碎石自动化生产线的改进
3.
Construction of graded crushed stone construction of the surface layer of subgrade bed of Jiaoji passenger dedicated railway
胶济铁路客运专线基床表层级配碎石施工
6)  Grading macadam
级配碎石
1.
Study on design solution to semi-rigid asphalt pavement with flexible base (grading macadam);
具有柔性基层(级配碎石)的半刚性沥青路面设计方法的研究
2.
Study on design parameter of grading macadam base material;
级配碎石基层材料设计参数的研究
3.
Dynamic deformation characteristic of grading macadam mixture;
级配碎石混合料的动力变形特性
补充资料:级配路面
      用天然砾石或机轧碎(砾)石按最佳级配原理将粗、细料及粘土进行配料,拌和铺筑的路面,又称级配碎、砾石路面。具有较高的密实性、水稳性和一定的力学强度,所用石料须在4级以上,面层混合料塑性指数在8~14之间。基层混合料塑性指数不大于4。
  
  级配混合料可以根据粗、细料料源筛分结果。按规定要求,用计算法或图解法进行配料。施工时可用平地机、多铧犁或人工拌和。先摊铺粗料,次铺粘土,再铺细料,按最佳含水量边拌边洒水,松铺系数为1.3~1.4。混合料拌匀摊平后,先轻压2~3遍,再重压6~8遍,至表面无明显轮迹为止。
  
  为了减少路面的磨损和破坏并提高路面的平整度,多在级配碎(砾)石路面之上加铺磨耗层或保护层。磨耗层一般用20毫米以下具有级配的粒料并掺入结合料加水拌和铺成。保护层用掺有粘土的混合料铺筑,也可用干净的粗砂或小砾石铺筑。磨耗层及保护层亦常用于其他碎石路面。
  

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