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干湿循环的英文

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"干湿循环"怎么读用"干湿循环"造句

英文翻译手机手机版

  • alternation of wetting and drying
  • wetting and drying cycle
  • wettinganddryingcycle

例句与用法

  • Test method for wet - dry cycle of aerated concrete
    加气混凝土干湿循环试验方法
  • Test method for wet - dry cycle of aerated
    加气混凝土干湿循环试验方法
  • Effect of drying - wetting cycles on chloride diffusion in concrete exposed to high concentration brine
    干湿循环对混凝土在高浓度卤水中氯离子扩散行为的影响
  • Chloride ions diffusion coefficient is related with test conditions , the diffusion coefficient in cycle of dry and wet conditions is always larger than that in immersion conditions
    氯离子在混凝土中的扩散系数还与实验条件有关,干湿循环条件下的扩散系数均大于全浸泡条件下的。
  • In this paper , it was mainly studied that the penetration capacity and critical content of chloride ions in concrete with different water / binder ratio , fly ash and slag under immersion and cycle of dry and wet conditions
    本文着重研究了全浸泡条件下和干湿循环条件下,氯离子在不同水胶比和不同掺量的粉煤灰、矿渣粉混凝土中的渗透性能,以及混凝土内钢筋腐蚀的氯离子临界浓度。
  • Test results show chloride ions critical content in immersion conditions is always larger than that in cycle of dry and wet for the same concrete , that is , test conditions affects chloride ions critical content value . in the same conditions , water / binder ratio obviously affects chloride ions critical content , but the influence of fly ash or slag on chloride ions critical content is not obvious . it is obtained the equation that chloride ions critical content change with water / binder ratio through linear fitting experiment data
    结果表明,同技术条件的混凝土试件,在全浸泡条件下的氯离子临界浓度均要大于干湿循环条件下的,即临界浓度大小受到试验条件的影响;相同的试验条件下,水胶比对氯离子临界浓度大小有显著地影响,而掺入适量的粉煤灰或矿渣粉对氯离子临界浓度无明显地影响。
  • The study on salc includes : 1 ) the study on the harmonization between aeration rate and melts thickly rate ; 2 ) the study and application of the new multi - function composite additive ( nmca ) ; 3 ) the study on the durability of salc ; 4 ) the designation of the structure of new multi - functional unbearing compound wall and fast equipment mold , etc . the results show : the additive can improve the harmonization of the workability and mechanics characteristic of salc to a certain extent ; improve the volume stability of salc under different environment by enhancing the resistance to the freeze and thaw , dry and wet circle and drying shrinkage
    在salc的研究方面,主要包括发气速度和稠化速度的协调性研究、新型多功能复合外加剂的研制、耐久性能的研究以及新型多功能非承重复合墙体结构及其浇注成型的快速组装模具设计等内容;结果表明:科学合理的引入辅助外加剂在一定程度上使salc材料的工作性及相应物理力学性能得以最佳匹配,增强了salc材料对冻融循环、干湿循环及干燥收缩的抵抗能力,使salc在不同的环境下均具有较好的体积稳定性。
  • Through a series of experiments , the aging - resistance ability of hpch is increased one grade compared with the traditional materials , and the equal level with the foreign materials . the results of dry - wet circle test and quick test for chloride permeability show that the ability of efflorescence resistance of hpch is better . on the condition of 25 times circulation of dry - wet , there are a few non - development white spots just on the corner of specimens
    通过干湿循环测试及快速氯离子渗透试验, hpch材料的抗析霜能力较强,在25次干湿循环条件下,仅在角部出现少量且不扩散的白斑,而传统装饰混凝土材料则出现延边棱迅速扩散的大面积析霜;快速氯离子渗透结果表明,在同样条件下hpch材料通过的电量(即离子迁移能力)仅为传统材料的49 . 68 ,比国外同期产品提高25 . 34 。
  • In this paper , the influence of cycles of drying and wetting on strength and deformation are studied by means of routine direct shear apparatus , triaxial apparatus and light consolidation apparatus which include : the influence of force of constraint on strength , the total stress strength of expansive soils with different saturation degree , the influence of cycles of drying and wetting on the total stress strength , the relation between saturation degree and compression modulus and that between saturation degree and void ratio , the influence of cycles of drying and wetting on the effective stress strength , the relation between saturation degree and generalized suction
    本文利用常规直剪仪、三轴仪以及轻便固结仪,分别对非饱和膨胀土的强度和变形特性以及干湿循环对强度和变形的影响进行了一系列的试验研究。以饱和度、干湿循环次数为变量,分别探求了外力约束对膨胀土强度的影响,不同饱和度膨胀土的总应力强度特性,干湿循环对非饱和膨胀土总应力强度的影响,饱和度与压缩模量以及孔隙比的关系,干湿循环对饱和膨胀土有效应力强度指标的影响,广义吸力与饱和度的关系,建议了一组计算非饱和膨胀土变形及强度特性的经验公式。
  • Finally , two examples were used to analyse the influence of cycles of drying and wetting on subgrade sedimentation and slope stability of expansive soils , the conclusion is given that the influence of cycles of drying and wetting on strength and deformation must be considered to the foundation or structures which consists of expansive soils
    最后我们采用两个算例分别计算了干湿循环对非饱和膨胀土路基沉降以及边坡稳定的影响,通过计算得出了在以非饱和膨胀土作为构筑物基础或构筑物时,应认真考虑干湿循环对其强度和变形特性降低的影响的结论。
  • 更多例句:  1  2
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