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砂垫层的英文

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"砂垫层"怎么读用"砂垫层"造句

英文翻译手机手机版

  • bedding sand
  • sand bedding course
  • sand cushion
  • sand mattress
  • sandcushion

例句与用法

  • Design and construction of groundwork in the sand layer
    砂垫层基础的设计与施工措施
  • Application of systematic analysis to sand - vibrating construction in large physical volume
    系统分析方法在大体积换砂垫层施工中的应用
  • Construction technology of pack - drain , sand cushion and geogrid method for soft ground improvement
    砂垫层和土工格栅加固软土地基施工技术
  • Abstract : the sand footing under the geotextile fabrics is difficult to pave , the sand footing above the geotextile is easy to lose . it is suggested that the footing above the geotextile be displaced by mortar
    文摘:针对预制砼板护坡中砂垫层在无纺布上层容易流失,在无纺布下层施工难度大的问题,提出在无纺布上层用砂浆垫层代替砂垫层的建议。
  • There are many ways to handle the soft soil , such as : use the sand mat as a layer , carry to press in advance , press by thin film in the vacuum in advance , drain by use the sand well , drain by plastics plank , and reunite the foundation
    软土的处理有许多方法,如:砂垫层,堆载预压法,薄膜真空预压法,袋装砂井排水法,塑料排水板法,复合地基法。
  • Over traditional methods used in this region , method of sand bedding pre - elevating and step water - filling pre - compressing has advantages in shorting construction period , simplifying construction . furthermore , this method solves the difficulty induced by constructing at rain season
    与本地区传统的施工方法相比,砂垫层预抬高分级充水预压法不仅工期短、施工方法简便,而且克服了雨季施工的困难。
  • So the research of new technologies of sft has become an imminent task . in this paper a new consolidation system named gsps ( geogrid stone pile system ) is advanced , which is a generic term of the three treatments of geogrid stone piles , sand underlay and ribbed base
    本文提出gsps软基加固系统的处理方案,所谓gsps ( geogridstonepilesystem )软基加固系统即是对土工格栅碎石桩,砂垫层和加筋路堤三种方法联合处理软土地基的总称。
  • In order to solve corrosion and heave scale deposit of water injection pipeline in zhongyuan pucheng oilfield 2 . 5inch tbs2510ij glass fiber reinforced plastic pipe was used as water injection peip in two single well respectively in decemher of 1997 and january of 1998 . its application results in good effect and is worth being populated
    总结在黄土高原储罐基础施工中处理沥青砂垫层裂纹和凹凸度超标的实践经验,分析了缺陷成因,提出了处理和预防措施,实施效果良好。
  • Based on comparison of several technical schemes , the method of sand bedding pre - elevating and step water - filling pre - compressing is adopted . so the dissertation is consist of two parts : ( 1 ) the applicability study for the method of sand bedding pre - elevating and step water - filling pre - compressing , including numerical analyses for the thickness of sand bedding , the consolidation , settlement and stability of foundation , drainage , possibility of foundation liquefaction under seismic loading , et al . ( 2 ) monitoring at construction stage and checking the effect of foundation treatment , including the measurements of the settlement velocity and non - uniform settlement of ring beam under the tank , pore pressures and horizontal displacements in foundation , the pressure distribution at the bottom of oil tank and the strength increase of soils
    通过多种技术方案比较,最终选择了技术先进的砂垫层预抬高分级充水预压法,论文工作主要由以下两部分组成: ( 1 )砂垫层预抬高分级充水预压法的适用性研究,其中包括砂垫层厚度、地基沉降与固结度、地基稳定性、降水、地震作用下砂土液化的可能性等方面的计算分析; ( 2 )施工监测与地基处理效果检验,其中包括油罐环梁基础沉降速率与不均匀沉降程度、各分级充水加载阶段地基超静孔压与深层水平位移、油罐底板压力分布及地基土强度增长等方面的实测与数据分析。
  • In this paper , the seismic reduction function of sand cushion under masonry structure foundation and some possible factors that may have effect on its seismic reduction function are tentatively discussed through theoretical computation and shaking table experiments . it provides some foundation for sand cushion ' s application in civil engineering
    本文通过理论分析计算和室内砂箱振动台地震模拟试验,对砌体结构基础下砂垫层的隔震性能及可能影响其减震性能的因素作了一些初步的探讨,为今后砂垫层减震作用在工程上的应用提供了依据。
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