粘性土 的英文怎麼說
中文拼音 [niánxìngtǔ]
粘性土
英文
clay soil-
Grey correlation analysis on clayey soil physical state and mechanics character
粘性土物理狀態與力學特性間的灰色關聯度分析Cohesive soil, clayey soil
年粘性土Standard test methods for determining dispersive characteristics of clayey soils by the crumb test
用團粒試驗測定粘性土的崩解性的標準試驗方法Correlation analysis on physical mechanic parameters of residual clayey soil in karst mountainous area
碳酸巖分佈區殘坡積粘性土物理力學參數相關性分析Standard test method for laboratory miniature vane shear test for saturatedfine - grained clayey soil
飽和細粒粘性土壤的實驗室小型十字板剪切試驗的標準試驗方法This is an indigenous species which is a not very conspicuous element of old pastures, especially on heavy land.
這是一種本地草種，在老草場中，特別是在粘性土地上，不甚引人注目。A plane strain apparatus capable of measuring local strain and its application to experimental study on clay
局部變形量測的平面應變儀及其對粘性土的試驗研究Artificial nerve network forecasted yso in clay p - y curves is researched and 8 physical parameters are studied by using the principal component analysis method when the fracture load was not reached for a trial pile under lateral load, the ultimate load of the pile might be predicted to the field - surveyed load settlement data of existing trial pile and by h - s curve extension method and hyperbola method
在對粘性土p - y曲線計算參數y _ （ 50 ）的研究中，對粘性土常規8個物理性質指標進行主成分分析，研究用人工神經網路分析預測粘土p - y曲線中的y _ （ 50 ） 。建立了神經網路計算模型，可用來計算預測粘性土p - y曲線中的y _ （ 50 ） 。On the basis of analysis on the pairwise action of cement paste, nanometer silica fume and clay, the paper proposes the reinforcement mechanism of the cemented soil stabilized with nanometer silica fume. the reinforcement mechanism includes cementation action of cement hydrate, ionic exchange and quadrate reaction of clay particle, pozzolanic effect, filling effect and cementation action of nanometer silica fume
在研究水泥漿?納米硅粉、納米硅粉?粘性土、水泥漿?粘性土相互作用的基礎上，將納米硅粉水泥土的固化機理總結為：水泥水化物的膠結作用、粘土顆粒中的離子交換效應和「二次反應」 、納米硅粉的火山灰效應、納米硅粉的填充效應、納米硅粉的膠結作用。Based on testing results and soil theory, the modified mechanism of the nanometer silica fume in the clay is proposed : water molecule adsorption action, cementation action and filling action. combining the sem tests, the microstructure features of the cemented soil of nanometer silica fume are concluded
設計了三組室內試驗，分別探討了納米硅粉對粘性土物理力學性能的影響；結合試驗結果和土質學基本理論，提出從水分子吸附作用、膠結作用、填充作用三個方面探討納米硅粉與粘性土之間的作用機理。Angle of repose of cohesionless soils test
室內土工試驗無粘性土天然坡角試驗Abstract : on the basis of general principles of mechanics and critical state soil mechanics theory, a theoretical formula determining the coefficient of earth pressure at rest for cohesionless soil is derived by means of combining hypoplasticity with critical state soil mechanics. the formula has a simple form and is only related to the effective angle of internal friction of soil. there is a slight difference between the calculated value of the formula and that of other formulae. the further investigation of the formula shows that it can be used to determine the coefficient of earth pressure at rest of cohesionless soil
文摘:在滿足一般力學原理和臨界狀態土力學理論的基礎上，本文將亞塑性理論與臨界狀態土力學相結合，推出了一個計算無粘性土靜止土壓力系數的理論公式.該公式形式簡單，僅與土的有效內摩擦角有關，其計算結果與常見的多個經驗公式的計算結果只有微小的差別.文中討論結果表明，該公式可用於確定無粘性土的靜止土壓力系數As a special viscous soil, dilative soil causes many problems of ground and slope
摘要膨脹土地作為一種特殊的粘性土引發了許多地基與邊坡方面的問題。Strength magnetic effect of cohesive soil under city environment
城市環境下粘性土的強度磁效應Standard test method for field vane shear test in cohesive soil
粘性土壤的現場十字板剪力的標準試驗方法Standard test method for unconsolidated - undrained triaxial compressiontest on cohesive soils
粘性土壤的鬆散-不排水三軸壓縮試驗的標準試驗方法Standard test method for consolidated undrained triaxial compression test for cohesive soils
對粘性土壤進行壓密不排水三軸壓縮試驗的標準試驗方法Evaporation varies from evaporation capability, embedded depth of groundwater is more easy, the effect is more obvious ; evaporation capacity decreases if embedded depth of groundwater become deeply, and close to zero under the some depth ; evaporation capacity of different soil texture is different. at ordinary situation, if embedded depth of groundwater is easy, evaporation capacity of the wide and grit soil is powerful ; if embedded depth of groundwater is deep, evaporation capacity of the slender and viscosity soil is powerful
潛水蒸發隨大氣蒸發能力的變化而變化，且潛水埋深越淺，受其影響越明顯：潛水蒸發隨潛水埋深增加而減少，在某一埋深以下潛水蒸發接近於零：不同土質其潛水蒸發量不同，一般情況下，在潛水埋深較小時，土質較粗、偏砂性土壤潛水蒸發較大；當潛水埋深較大時，土質較細、偏粘性土壤的潛水蒸發較大。We not only carefully discuss the clay ' s nature, its anti - sheer intension, the exponents of anti - sheer intension and the water pressure of the hole in clay, but also study varies analysis methods such as sweden strip method, stability coefficient method and bishop ' s simplified method of arc slice. finally, we thoroughly discourse upon the method of none arc slice in slope analysis
論文中對粘土的抗剪強度特徵、粘性土抗剪強度指標的選擇應用和孔隙水壓力等問題進行了分析，同時對分析土坡穩定性的瑞典條分法、穩定數法、圓弧滑動面的畢肖普法以及對非圓弧滑動面的土坡分析方法進行了細致深入的闡述和分析。This article, against clayey and unclayey stratums in the changjiang river ' s levee, makes a complete analysis on the above - mentioned relationship, in opinion of geology and hydraulics. thus analysis makes theoretic support and clear learning to the slurry stable wall
針對長江堤防的粘性土和非粘性土層，本文從土力學和水力學的角度對此進行了分析，為泥漿固壁在理論上提供了依據並對此提高了認識。分享友人