地基强度的英文

• base strength

• "地基"英文翻译    ground
• "强度"英文翻译    intensity; strength; magnitu ...
• "基强度" 英文翻译 :    galvanic threshold; rheobase, rb; rheobasis
• "设计路基强度值" 英文翻译 :    design subgrade strength
• "地基固有强度" 英文翻译 :    natural period of soil site
• "地基计算强度" 英文翻译 :    calculated strength of subgrade
• "地基" 英文翻译 :    1.(土层) ground 这房子地基牢固。 this house stands on firm ground.2.[建筑] (基础) foundation; base 建造房屋地基 build the foundation of a house; 打地基 lay the foundation; 建筑工人浇注了坚实的水泥地基。 the builders poured a solid foundation of cement.3.(路基) subgrade
• "甲基强的松" 英文翻译 :    betalone; deltacortence beta
• "拉基强卡" 英文翻译 :    rakityanka
• "甲基强的松龙" 英文翻译 :    medaron; medrol; medron; methylprednisolone
• "强度" 英文翻译 :    intensity; strength; magnitude; stringency; strike; avidity 辐射强度 radiation intensity; 抗震强度 shock strength; 劳动强度 the intensity of labour; 工作强度 working strength; 抗拉强度 tensile strength
• "16-甲基强的松龙" 英文翻译 :    methylprednisolone sodium phosphate
• "醋酸甲基强的松龙" 英文翻译 :    methylprednisolone acetate
• "打地基" 英文翻译 :    to lay the foundations
• "地基层" 英文翻译 :    foundation strata
• "地基梁" 英文翻译 :    footing beam; foundation beam
• "地基图" 英文翻译 :    foundation drawing
• "地基土" 英文翻译 :    foundation soil; subsoil
• "亚地基" 英文翻译 :    attiki
• "路基；地基；修筑地基" 英文翻译 :    subgrade
• "半琥珀酸甲基强的松龙" 英文翻译 :    methylprednisolone hemisuccinate
• "甲基强的松龙冲击疗法" 英文翻译 :    methylprednisolone pulse therapy
• "甲基强地松龙冲击疗法" 英文翻译 :    pulse methy iprednisolone therapy
• "甲泼尼龙(甲基强的松龙)" 英文翻译 :    methylprednisolone
• "静脉内甲基强的松龙" 英文翻译 :    intravenous methylprednisolone

• Formation causal analysis and foundation strength discussion on dissoluble soft intercalation in rock foundation of a project
  某工程岩石地基中溶蚀软弱夹层形成原因分析及地基强度探讨
• The bearing capacity and settlement of the shallow foundation on soil is the important subject of the soil mechanics and foundation engineering
  浅基础的地基强度及变形历来是土力学与基础工程学的重要内容之一。
• By field loading tests and small strain measurement , the result of improving soft soil with cement power - sprayed piles is alalyzed . the author believes that the result is good and composite foundation is able to meet the superstructure ' s requirement for foundation strength and formation
  通过现场荷载试验和低应变测试，对粉喷桩加固效果作了分析。从试验结果来看粉喷桩加固软土路基加固效果很好，能满足上部结构对地基强度和变形的要求。
• Liquefaction potential induced by seismic and wave are calculated separately . for the first time , liquefaction areas in 7 , 8 , 9 degree of seismic intensity are partition , dynamic bearing capacity and sinking value due to earthquake are calculated by experimental formula . the purpose of this thesis is to provide references for selecting site and foundation design of marine engineering in this area
  研究结果显示，研究区在7度地震时仅少数区域可能液化， 8度地震时大部分区域可能液化， 9度地震时全区均有可能液化；地震作用下承载力下降明显， 7度地震时承载力下降约25 ， 8度地震时下降一半左右， 9度地震时则地基强度完全丧失；液化导致的震陷量与土层的液化程度有关， 7度地震时震陷量基本可以忽略， 8度地震时震陷量很小， 9度地震时震陷量则较大。
• In order to search after its applying to expressway roadbed improvement , this paper studied consolidation characteristic and distortion law hi soft soil under positive and negative action , introducing parse explain and numerical calculation theory . additionally , based on locale experimentation , the design and construction method of vhlcp was implemented and its reinforce effect and economical character was estimated . testing indicated that the groundwork ' s intensity have increased 97 % , silt soil have vanished and outlay have saved 39 %
  根据现场试验，确定了适合于高速公路工程要求的真空堆载联合预压的设计和施工方法，并分析评价了其加固效果和经济性，试验表明：应用真空堆载联合预压后，地基强度平均提高了97 ，地基中淤泥质土已消失；与粉喷桩加固地基相比，节省经费39 。
• In this paper , a series of surveys on road condition , pavement - performance and destroy reason are analyzed , soil property , hydrologic regime are combined , modulus of resilience are confirmed on heavy compaction test , foundation classification in area of qinhuangdao is divided into 3 grades and highway is divided into 3 districts according to the principle that different soil grades produce the same effect on thickness of base course or bottom course , classification of traffic is divided into 4 grades after observation materials of traffic volumes are collected extensively , traffic characters and parameters are analyzed
  本课题在对现有路面结构状况和使用状况进行调查，并对路面使用性能和破坏原因进行分析的基础上，结合秦皇岛地区的土质、水文条件，确定重型击实标准条件下土基回弹模量值，依据不同等级土基对路面基层或底基层的厚度产生大致相同效应的原则，将秦皇岛地区地基强度等级划分为三级并将本地区公路分成三个区。在广泛收集交通量及组成的观测资料，了解交通特性，进行交通参数分析后将交通量等级划分为四级。
• To layered soil condition , by the comparisons of the p - s settlement curve of the center point at the bottom of the shallow foundation and the different style of the soil plastic zone in different load grade and the ultimate bearing capacity of the foundations of the six different layered soil , some conclusions of the layered soil condition are achieved
  对层状地基情况，通过对六种不同组成的层状地基各自基底中心点的p s沉降曲线、不同等级荷载下层状地基中塑性区开展的不同情况及层状地基的极限承载力分析结果的比较得到了一些浅基础的层状地基强度变形变化规律。