1、

Approach to strengthening old pavement structure that paves high void asphalt macadam with top-size aggregate 37.5 cm on existed pavement instead of semi-rigid base, can prevent base reflection cracking and drain water from base layer.

将空隙率较高的最大粒径为37.5cm的大粒径沥青碎石混合料铺筑在老沥青路面上代替半刚性基层,解决半刚性基层补强中反射裂缝及排水问题。

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2、

The action between layers of asphalt concrete surface and aggregate base under load may be a contact problem in fact.

考虑荷载作用下,沥青路面面层之间以及面层与基层之间,实际上可能处于接触状态。

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3、

Strength Analysis on the Construction Technology of Lime-Fly Ash Stabilized Aggregate Base Course

石灰粉煤灰稳定碎石路面基层强度分析

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4、

Analysis of Structure Forms and Construction of Unbound Graded Aggregate Base in Asphalt Pavement

沥青路面级配碎石基层的路面结构及施工分析

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5、

Analysis of reason for longitudinal through cracks occurring in cement stabilized aggregate base course

水泥稳定碎石基层产生纵向贯通性裂缝的原因分析

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6、

Relationship Between Optimal Water Content of Unbound Graded Aggregate Base and Effective Thickness of Water Film

级,最佳债券评级〔级配碎石最佳含水量与有效水膜厚度的关系

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7、

Unconventionality Test of the Construction of Cement Stabilized Aggregate Base of High Grade Highway

高等级公路水泥稳定集料基层施工非常规试验

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8、

Correlative Degree Analysis Between Anti-Erosion Properties of Cement Stabilized Recycled Aggregate Base Course Mixture and Influencing Factors

水泥稳定再生骨料基层混合料抗冲刷性能影响因素的灰色关联分析

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9、

As a commen type of semi-rigid basis, the road base of cement stabilized crushed aggregate ( CSCA) has many characteristics, such as high strength and high water-stability.

水泥稳定碎石基层作为一种常用的半刚性基层类型,具有强度高,承载力大,水稳定性好等优点。

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10、

As a kind of semi-rigid base material, lime flying-ash treated crushed stone aggregate mixture gets the extensive application in highway base course because of its good pavement performance.

二灰碎石混合料作为一种半刚性基层材料,以其优良的路用性能在路面基层中得到了广泛的应用。

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11、

Material consisting of the aggregate of minerals like those making up the Earth's crust. Source bed is a material base and essential condition of mineralization.

由矿物集合体构成的物质,这些矿物与地壳的构成物相同。矿源层是成矿作用的物质基础和必备条件。

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12、

Construction of unbound graded aggregate machinery paving of high-speed railway base bed

高速铁路基床表层级配碎石机械化摊铺施工

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13、

Unbound aggregate base can efficiently retard the reflexion of cracks to asphalt pavement surface, which is aroused by the shrinkage crack of semi-rigid base in the inverted structure.

半刚性基层沥青路面作为过渡层时,可以有效改善半刚性基层收缩裂缝的反射裂缝的发生。

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14、

The study on the technique of ropey cement panel plunging into regenerating aggregate, and successful pavement of highway testing section, has shown that the semi-rigid base of pavement with materials of regenerating aggregate replacing gravel is feasible.

通过对破旧水泥砼面板轧制成再生骨料的技术研究,并成功铺筑试验路段,说明再生骨料代替碎石作为道路半刚性基层材料是可行的。

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15、

The cement stabilized aggregate and the lime fly ash stabilized aggregate are two typical semi-rigid base course materials.

水泥稳定粒料和二灰(石灰、粉煤灰)稳定粒料是两种典型的和常用的半刚性基层材料。

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16、

The result shows that lime-fly ash stabilized aggregate base is feasible and it can satisfies the demand of road engineering.

认为用再生骨料替代天然骨料用于道路二灰碎石基层是可行的,再生骨料二灰碎石的主要力学性能满足道路工程对承载基层的要求。

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17、

Fron the eighties century China started to apply Lime-Fly ash stabilized Aggregate Base Course in highway construction and in expressways with great quantities in recent 10 years.

我国从80年代初开始在公路建设中应用石灰粉煤灰稳定碎石基层,并在近10年来大量应用于高速公路。

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18、

Cement Stability Recycled Concrete Aggregate Semi-Rigid Base Performance Study

水泥稳定再生水泥混凝土骨料基层性能研究

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19、

Main form of structural default is found in semi-rigid pavement with unbound aggregate upper base through contrasting. And it suggests control index of structural design.

通过对比分析,结合具有级配碎石基层半刚性底基层沥青路面主要破坏类型的分析,提出结构设计的控制指标。

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20、

Physical Mechanics Property of Lime-flyash Treated Aggregate as Road Base Material

石灰-粉煤灰稳定碎石基层的物理力学性能

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