摘要采取长时间浸水马歇尔试验和多循环冻融劈裂试验方法，对掺加了水泥、抗剥落剂的安山岩集料沥青混凝土水稳定性能进行研究。
Long term immersing Marshall test and frozen-thaw cycle test were used to investigate the anti-stripping performance of andesite asphalt mixture using cement and anti-stripping agent.
目的开发新的试验方法实现定量化评价沥青与集料的粘附性能。
A new experimental method was developed to evaluate quantitatively adhesion between asphalt and aggregate.
采用正交试验方法，设计了脱硫灰、水泥、集料、石膏、石灰的不同配比。
Different mixture ratios of desulphurized ash, cement, aggregate, gypsum and lime were tested according to the orthogonal testing method.
目前，对集料形态的研究都是从宏观上考虑，而缺乏具体的试验方法和量化指标，结果主观。
At present, morphological study of aggregates are considered from macroscopic view while the results are subjective due to the lack of specific test methods and quantitative indicators.
相对于代表集料供货的样品而言，通常可通过本试验方法对试样的含水量进行更为可靠的测定。
It will generally measure the moisture in the test sample more reliably than the sample can be made to represent the aggregate supply.
采取长时间浸水马歇尔试验和多循环冻融劈裂试验方法，对掺加了水泥、抗剥落剂的安山岩集料沥青混凝土水稳定性能进行研究。
Long term immersing Marshall test and frozen-thaw cycle test were used to investigate the anti-stripping performance of andesite asphalt mixture using cement and anti-stripping agent.
在此基础上对我国T0304-2005粗集料密度及吸水率试验方法提出了相应建议。
On this basis, the suggest for revising the method for testing density and water absorption of coarse aggregates specified in T0304-2005 is put forward.
根据研究结果，选择了适宜的试验条件，为建立新的硅质集料碱活性试验方法确定主要参数提供了理论依据。
The suitable conditions of testing method could be defined according to the results, and the theoretical bases of identifying the major parameters in a new testing method for determining t…
根据研究结果，选择了适宜的试验条件，为建立新的硅质集料碱活性试验方法确定主要参数提供了理论依据。
The suitable conditions of testing method could be defined according to the results, and the theoretical bases of identifying the major parameters in a new testing method for determining t…
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