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1)  overage bitumen pavement maintenance
超龄油路养护
2)  overage bitumen road
超龄油路
1.
Combined with the conditions of overage bitumen road and the practice of highway maintenance,the paper proposed a set of technical plan of overage bitumen road maintenance.
针对全省干线公路超龄油路的状况及公路养护实际,通过铺筑试验路,着重从路面强度和破损率两个方面进行数据分析,探索出一套在资金有限条件下适应我省超龄油路养护的技术方案。
3)  curing age
养护龄期
1.
The tests show that the strength is mainly affected by the slurry density,type and dosage of fly ash and curing age.
试验结果表明,影响膏体充填材料强度的主要因素有质量分数、粉煤灰掺量种类以及养护龄期等。
2.
Based on accelerated carbonation test,effect of replacing ratio of fly ash(0-60%),curing age(1,3,7,28 and 90 d),and loading ratio(0,25% and 50%) on carbonation of concrete,while m(W)/m(C)=0.
通过快速碳化试验,研究了不同粉煤灰掺量(0~60%)、不同养护龄期(1,3,7,28,90d)、不同弯曲荷载率(0,25%,50%)对m(W)/m(C)=0。
3.
Based on accelerated carbonation test of concrete with curing age of 28 d and 90 d, the model of carbonation durability failing with time(CDFT) was studied.
通过养护28 d和90 d混凝土的快速碳化实验,研究了未加载混凝土的碳化经时模型;在不同荷载率(25%和50%)下和不同养护龄期时研究了混凝土的抗碳化能力。
4)  curing duration
养护龄期
1.
The article introduces the film-form mechanism and preparation of the waterproofing coating; analyses the influences of liquid/powder ratios, cement/polymer ratios, dosages of coalescer and disperser, various fillers and cements, and curing duration on viscosity, tensile properties and water absorbability of the waterproofing coating.
介绍了该种防水涂料的成膜机理和配制工艺 ,研究了液粉比、灰聚比、成膜助剂和分散剂的用量以及填料和水泥品种、养护龄期等对涂料粘度及其涂膜拉伸性能、吸水性的影
2.
The article analyses the influences of various cements, cement/polymer ratio, curing duration, plasticizer on tensile properties of the compound waterproof coating.
采用不同水泥品种在不同灰聚比下制成聚合物改性水泥基复合防水涂料 ,分析了水泥品种、灰聚比、养护龄期、增塑剂对复合防水涂料拉伸性能的影响。
5)  curing period
养护龄期
1.
On the basis of plenty of experiment results,the effect of curing period of specimens, volume content of polypropylene fiber and cement content on splitting tensile strength of cement stabilized macadam is analyzed,and the corresponding influencing rules are drawn.
根据大量试验结果,分析了试件养护龄期、聚丙烯纤维体积掺量以及水泥掺量的变化对聚丙烯纤维水泥稳定碎石劈裂抗拉强度的影响,并得出了相应的影响规律。
2.
By the three-point bending test on the 42 specimens of cement stabilized macadam with the size of 100 mm×100 mm×515 mm,the impacts of curing period and cement content upon the fracture toughness(KⅠC) and fracture energy(GF) of cement stabilized macadam are studied.
通过42个尺寸为100 mm×100 mm×515 mm的水泥稳定碎石三点弯曲试件断裂试验,探讨了试件养护龄期和水泥掺量对水泥稳定碎石断裂韧度(KⅠC)和断裂能(GF)的影响,并推荐出评价水泥稳定碎石断裂韧性合适的指标是断裂能。
6)  curing time
养护龄期
1.
Micromechanism of strength increase with curing time for compacted cement-soil;
击实水泥土强度随养护龄期增长的微观机理
2.
The relationship between the strength and the dry density of pile shaft,kind of mixed soil,cement ratio and curing time is demonstrated detailedly.
通过对水泥土块强度试验,分析了影响夯实水泥土桩强度的主要因素,并详细论证了水泥掺入比、土的种类、桩体干密度及养护龄期等因素与水泥土桩体强度之间的关系。
3.
Authors made some indoor tests and analyzed influences of curing time and match ratio on the shear resistance ability and compressibility of lime-flyash soil.
通过室内试验,分析了养护龄期及配合比对二灰土的抗剪性和压缩性的影响。
补充资料:超龄
1.超过规定的年龄﹑期限。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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