天然土的英文

• natural earth
• natural soil

• "天然"英文翻译    natural; native; living
• "土"英文翻译    soil; earth
• "天然土层" 英文翻译 :    natural soil stratum; overgrown soil
• "天然土地" 英文翻译 :    natural land
• "天然土机场" 英文翻译 :    natural ground airfield
• "天然土块" 英文翻译 :    ped
• "天然土路" 英文翻译 :    dirt road; natural soil road; primitive road
• "天然土路面" 英文翻译 :    natural earth surface
• "天然土壤" 英文翻译 :    natural soil
• "天然土釉" 英文翻译 :    loam glaze
• "原土；底土；天然土" 英文翻译 :    natural soil
• "天然土壤改良剂" 英文翻译 :    natural soil conditioner
• "自然土壤" 英文翻译 :    natural soil
• "天然" 英文翻译 :    natural; native; living 天然产物 be made by nature; 中国无产阶级和广大农民有天然的联系。 the chinese proletariat has natural ties with the peasant masses.; 天然宝石 [宝] natural gemstone; 天然播种 self-sowing; 天然采光 natural lighting; 天然磁铁 natural magnet; 天然堤 natural levee; 天然港 natural harbor; 天然更新 self-restoration; natural regeneration; natural formation of wood; 天然公园 wild park; 天然河道 natural river course; 天然河流 natural river; 天然景色 natural scenery; 天然沥青 bitusol; natural bitumen; 天然林 wildwood; natural forest; “天然盟友” “natural ally”; 天然牧场 natural pasture; 天然泉水 springwater; 天然染料 natural dye-stuff; 天然淘汰 natural selection; 天然橡胶 [材料] hevea rubber; nature [natural] rubber; 天然资源 natural resources
• "陈天然" 英文翻译 :    chen tianran
• "李天然" 英文翻译 :    tian-ran li
• "天然冰" 英文翻译 :    natural ice
• "天然波" 英文翻译 :    natural wave
• "天然铂" 英文翻译 :    native platinum; platina
• "天然层" 英文翻译 :    natural bed
• "天然池" 英文翻译 :    tinaja
• "天然的" 英文翻译 :    crude; forthcoming naturally; genuine; inartificial; living; nat natural; physical; savage; spontaneous; unartificial
• "天然堤" 英文翻译 :    levee (natural dyke); levee（naturaldyke）; natural barrier; natural dike; natural dyke (levee); natural levee; naturaldyke（levee）; naturallevee; raised band; raised bank; shut-in (river)
• "天然地" 英文翻译 :    natively; naturally; spontaneously
• "天然粉" 英文翻译 :    natural powder

• Many believe artificial soils do not simulate natural soils .
  许多人相信人造土并不像天然土。
• Analytical solution to progressive destructive strength of natural soils in consideration of multiple factors
  多因素作用下天然土体渐进破损强度解析
• But there will be some differences comparing with the fact when the model used for natural clay , for the model was based on reconsolided clay , which is not the same with natural clay
  但是该模型是基于重塑土做出的，因而当用于天然土时可能会与实际情况有较大的差异。
• 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。
• In this dissertation , a new one - dimensional elastic viscoplastic consolidation model is established based on the analytic result of consolidation of the structured soft clay , and by using this model , the consolidation behavior of the natural clay and disturbed clay are analyzed systematically
  本文以天然土固结压缩试验研究成果为基础，建立了一个结构性土的一维弹粘塑性固结模型，并通过该模型对天然土、扰动土的固结性状进行系统、全面的分析研究。
• Then , the deformation of soil particle skeleton under the physical chemistry of electrical double ] ayer and exterior load are simulated , indicating the micro - mechanism of deformation , failure and creep for structural soil . because conventional constitute models are constructed according to reconstituted clays , not considering the structure in natural clays and structure damage course during loading , a elasto - viscoplastic damage model and the parameter determining method are put forward
  针对过去用重塑土试验建立的本构模型，没能考虑天然土体中存在的结构性，没有描述结构性土从天然原状到加荷破坏的这一过程，建立了一个描述结构性土的弹粘塑损伤模型和参数确定方法。
• The current chinese foundation design code gbj7 - 89 use limit equilibrium theoiy with elastic soil stress distribution to give out bearing capacity design value calculating fonnula and use elastic soil model to evaluate foundation settlement . according to the above theories , code gbj7 - 89 gives the correlative terms . but these do not accord with the practical mechanism of loaded soil below the shallow foundation and the elastoplastic property of natural soil so defects exist
  我国现行规范gbj7 - 89将这两者分开考虑，其计算地基承载力设计值的公式是根据弹性地基中应力分布及土的极限平衡状态理论为依据而得出的，求地基的沉降变形时则视土体为弹性，这些理论对地基及土的假设与浅基础地基的实际工作状态及天然土体的非线性、弹塑性存在一定的偏差。
• The structure and rheological properties of soft clay have important influence on its consolidation behavior . at present , there is n ' t a consolidation theory that can reflect this two properties during the process of consolidation of natural soil , and so it is important to do research on the structure and rheological properties of soft clay
  土的结构性和流变性对其固结压缩行为有重要影响，目前能贴切考虑这两方面内容的固结理论在国内外鲜有报道，因而开展这方面的研究对进一步弄清天然土的固结压缩行为是非常重要的。