Chinese translation for "天然土"
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- natural earth
natural soil
Related Translations:
天然通风: natural draft ventilationnatural ventilation 天然氧化铁: natural iron oxide 天然硫酸钡: barytenative sulfate of barium
- Example Sentences:
| 1. | Many believe artificial soils do not simulate natural soils .
许多人相信人造土并不像天然土。 | | 2. | 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 | | 3. | 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。 | | 4. | 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。 | | 5. | 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。 | | 6. | 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。 | | 7. | 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。 | | 8. | 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。 |
- Similar Words：
- "天然同位素丰度" Chinese translation, "天然同位素混合物" Chinese translation, "天然同位素组成" Chinese translation, "天然铜" Chinese translation, "天然涂料" Chinese translation, "天然土层" Chinese translation, "天然土地" Chinese translation, "天然土机场" Chinese translation, "天然土块" Chinese translation, "天然土路" Chinese translation
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