粗粒土的英文
发音:
"粗粒土"怎么读用"粗粒土"造句
英文翻译手机版
- coarse grained soils
- coarse- grained soil(gravelly and sandy)
- coarse-grained soil
- "粗"英文翻译 wide; thick
- "土"英文翻译 soil; earth
- "粗粒土壤" 英文翻译 : soil coarse grained
- "粗颗粒土壤 粗粒土" 英文翻译 : coarse-grainedsoil
- "粒土" 英文翻译 : fine - grained soil
- "粗粒" 英文翻译 : coarse grain; coarse particle; coarse texture; coarse-particle; corase grain; fag; macrograin; rake product
- "粉粒土" 英文翻译 : silt soil
- "巨粒土" 英文翻译 : over coarse-grained soil
- "团粒土" 英文翻译 : granulated soil
- "围粒土" 英文翻译 : granulated soil
- "细粒土" 英文翻译 : fine earth; fine grained soils; fine textured soil; fine-grained soil(silty and clayey); fine-textured soil; fines
- "屑粒土" 英文翻译 : crumby soil
- "粗颗粒土壤" 英文翻译 : coarse-grained soil
- "粗颗粒土桩" 英文翻译 : granular pile
- "大粒土壤" 英文翻译 : coarse soil; coarsesoil
- "大团粒土" 英文翻译 : buckshot soil
- "硅质细粒土" 英文翻译 : silica fines
- "颗粒土壤" 英文翻译 : granular soil
- "粒土质页岩" 英文翻译 : grapholith
- "铁氧球粒土" 英文翻译 : shot soil
- "细粒土坏" 英文翻译 : fine - grained soil
- "细粒土壤" 英文翻译 : fine soil; fine-grained soil; finesoil
- "粗粒的" 英文翻译 : chiselly; coarse grained; coarse-grained; hard grained; hard-grained; large grain; open grained; open-grained; rough grained; sterny
- "粗粒度" 英文翻译 : coar e; coarse particle size; coarse-grained; coarseparticlesize; coarsness
- "粗粒粉" 英文翻译 : coarse; granulated meal
例句与用法
- Research on affecting factors of rising height of capillary water on coarse grained soil
影响粗粒土毛细水上升高度的因素研究 - Test study of red stone granular soil ' s rheological property in road embankment engineering
路用红砂岩粗粒土的流变特性试验研究 - Experimental study on rheological engineering properties of coarsely granular red sandstone soil
红砂岩粗粒土流变工程特性试验研究 - This article emphasize on further realizing the engineering properties of coarse grained soil through test and research , enabling it to serve the society in a better way
如何通过试验研究,进一步认识粗粒土的工程性质,更好地服务于土木工程建设是本文研究的重点。 - The spreading gradation gravelly soil is a kind of clayey coarse - grained soil . it ' s also a soil - rock mixtures . it ' s often divided into fine material and coarse material by the save of 5mm and the granutometric composition affects its project characteristics directly
宽级配砾质土是一种粘性粗粒土,是天然土石的混合料,它通常以5mm为界被分为粗料和细料两部分,颗粒组成是决定宽级配砾质工工程特性的主要因素。 - The spreading gradation soil analyzed in the article is a cohesive coarse soil . it ' s a kind of crude soil - rook mixtures . it ' s often devided into fine material and coarse material by the save of 5mm and the charge of the two contents affects its project quality directly
本论文研究的宽级配砾质土指的是黏性粗粒土,是一种天然的土石混合料,其颗粒组成通常以5mm为界分为粗料和细料两部分,这两部分组成含量的变化直接影响到它的工程性质。 - Coarse grained soil is composed of sand and gravel , stone residual , blasted stones etc . , which has a characters of less cohesive force among grains and strong ability of water penetration . it is a kind of soil of loose grain structure with better utilization properties in the engineering
粗粒土是指砂砾石、砂卵石、石渣、爆破开采的石料等粗颗粒土石混合料,具有粗颗粒间粘结力小、透水性强的性质,是一种松散的颗粒状结构,具有良好的工程使用性能。 - This article mainly emphasize on the classification of coarse grained soil from the viewpoint of engineering application ( content of coarse grains ) , vibrating method is introduced in the shaping . meanwhile , research is made to the water stability and shear strength . through research , following conclusions are obtained : coarse grained gradation is the main factors to determine its shear strength , when the coarse grains content is over 70 % or around , the maximum shear strength appears : the grains itself have a bigger effect on the shear strength
以往对粗粒土的研究方法多采用击实法,很少有人研究其抗剪强度特性,本文主要从工程应用的角度(粗粒含量)对粗粒土进行工程分类,成型方法采用振动法,同时对水稳定性、抗剪强度特性进行研究,通过研究得出以下结论:颗粒组成级配特性是决定其抗剪强度的主要因素,当粗粒含量在70左右时,抗剪强度最大;颗粒本身的特性对抗剪强度影响较大,颗粒越坚硬、大小颗粒相差越大、越不均匀、颗粒形状越呈棱角状、填筑密度越大,抗剪强度就越高;含水量对抗剪强度的影响很小,可以忽略不计。 - Suggest the method of division to measure the largest compacted dry density of dam ' s material with super large diameter approximately . according to the research of predecessor , suggest applying the effective void ratio or the effective void rate to compute the coefficient of permeability approximately
采用了表面振动法进行室内最大干密度的研究,提出了比例法近似测定超径粗粒土最大干密度;在前人研究的基础上,提出采用有效孔隙率或有效孔隙比的渗透系数近似估算。
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