高填的英文
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"高填"怎么读用"高填"造句
英文翻译手机版
- high fill
- "高"英文翻译 tall; high
- "填"英文翻译 fill; stuff
- "高填密" 英文翻译 : tight packing
- "超高填土" 英文翻译 : extra-banking
- "高填充胶料" 英文翻译 : highly-extended compound
- "高填充量" 英文翻译 : high filler loading capacity
- "高填空泵" 英文翻译 : high vacuum pump
- "高填土路堤" 英文翻译 : highfill embankment
- "高填充剂用量" 英文翻译 : high loading
- "高添加剂含量油" 英文翻译 : high-additive oil
- "高添加剂含量的油品" 英文翻译 : high additive oil
- "高添加级系列2机油" 英文翻译 : heavy-duty supplement 2 oil
- "高添加级系列1机油" 英文翻译 : heavy-duty supplement 1 oil
- "高添加级系列" 英文翻译 : hd supplement oil
例句与用法
- Saponification slag - fly ash can be used in the high fill sections of highway
皂化渣粉煤灰可以用做桥头等高填土路段的回填材料。 - The application of soft soil foundation treatment by dynamic consolidation in high fill culvert design
强夯处理软弱地基在高填土涵洞设计中的应用 - The application of geo - cellular railings in the juncture section of deep - cutting and high - filling subgrade
土工格栅在路基深挖高填交界段上的应用 - On the basis of this , the paper puts forward the effective measure of reducing the vertical soil pressure on the culvert
在此基础上,提出了减少高填路堤下涵洞结构物上垂直土压力的有效措施。 - Mountainous high speed highway commonly have many prominent characteristics , such as complex geologic conditions of cross - over areas , diversity of landform and topographical features , various shapes of deep cut and high fill , and so on
而山区高等级公路的特点是,穿越地区地质条件复杂,地形地貌条件多变,深挖高填形式多见。 - Based on the concrete engineering of the culvert under the embankment of the high - stacked soil in north second ring highway of guang zhou city , the paper researches the soil pressure distribution and change characteristic through on - the - spot arrangement of the test component
本文依托广州市北二环高速公路高填土路堤下涵洞的实体工程,通过现场布设测试元件测试,研究了其涵顶土压力的分布与变化特征。 - With the rapid development of the constructions in western china , the research on the design and building technology , the quality control and the evaluation parameters of high rock - filled embankment has been one of the key technologies in highway building in mountainous areas
随着我国西部建设的高速发展,高填石路堤的设计、施工技术及其质量控制方法和评价指标的研究已成为山区高等级公路面临的关键技术之一。 - The model was used to analyze the stability of reinforced high embankment in beizhang gully area , and the result accorded with the facts , which verified that the effecting factors of the stability of reinforced high embankment can be described more comprehensively by the fuzzy information optimization method and the result is reasonable
通过对北张沟加筋高填路堤进行的稳定性分析,表明该模型能较全面地考虑加筋高路堤边坡稳定性的影响因素,评价结果合理。 - According the field test of conduit with high embankment , this paper states the main cause of conduit damage is that the formula or the experience curves with a smaller earth . value of the top of conduit from calculation are used . in order to get rid of the damage the better means is that soft material paved on the top of conduit
涵洞(管)纵向开裂病害存在非常普遍,本文结合高填土涵洞现场测试,指出一些设计部门采用了计算值偏小的公式或经验曲线计算涵洞顶的垂直土压力,是病害产生的主要原因,较好的解决措施是在涵洞顶铺填压缩性大于填土的柔性材料,可以大大减小洞顶垂直土压力。 - In this paper , first discussed are the corresponding results in highway and dam constructions and the engineering characters of rock - fills are deeply analyzed , especially the relationships between gradation , strength and maximum dry density , long - term stability of fillers including earth - fillers and rock - fillers and some conclusions of use are drawn . by in - situ tests and researches on compacting mechanism of high - filled rock embankments , effecting factors on compaction , construction technology and shock compacting technology , obtained in this paper are the compacting technology of high - filled rock embankment and the optimal parameters of rolling compaction . by deeply research on the theory and methods of quality control of high - filled embankment , settled are the questions as quality detection method and control standard of high - filled rock embankment
本文首先总结和分析了国内外公路和坝工行业已有的相关成果,深入探讨了填石料的工程性质与最大干密度、长期稳定性等之间的关系,得到了一些有益的结论;通过现场试验路堤的试验和对高填石路堤压实机理、填石路堤压实效果影响因素、施工工艺和冲击压实技术等研究,解决高填石路堤压实工艺和最优碾压参数控制等技术问题;通过深入研究填石路堤压实质量控制原理和方法,解决高填石路堤压实质量检测方法和控制标准技术难题;解决高填石路堤沉降观测技术问题,并根据沉降观测结果研究高填石路堤地基和路堤沉降变化规律,得到了能预测沉降变化规律的“龚帕斯”成长曲线预测模型;根据工程实际,深入研究了边坡稳定性的影响因素,得到了有益的结论。
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