soil weight of 中文意思是什麼

soil weight of 解釋
土壤重量
  • soil : n 1 泥土,土壤;土質。2 土地,國土。3 滋生地,溫床。4 農業生活,務農。n 1 臟東西,污物,污穢,污...
  • weight : n 1 重量;體重;求心力,重力,(地心)引力。2 斤兩,分量,衡,計重單位。3 (壓東西的)重物。4 砝...
  • of : OF =Old French 古法語。
  1. The studied factors respectively are : length of soil nailing, insert deepness of piles, friction force of soil nailing interface, declination angle of soil nailing, horizontal spacing of soil nailing, rows of soil nailing, unit weight of soil, friction angle, unit cohesion, overload of slope, diameter of soil nailing

    這11個因素分別為:土釘(錨管)長度、土釘直徑、土釘界面摩擦力、土釘下傾角、土釘水平間距、土釘排數、土體重度、內摩擦角、粘聚力、坡頂超載、板樁插入深度。
  2. The study was focused on the deformation of the retaining wall and the internal forces in the reinforcements and the object of study included the effects of the vertical excitation, the reinforcement length, the reinforcement spacing, the weight of the facing blocks, the frictions between soil and facing blocks as well as those between two facing blocks

    研究內容包括豎向地震影響、加筋長度、加筋層間隔、面板預制混凝土塊重量、面板與填土界面摩擦角、預制混凝土塊之間摩擦角等對加筋土擋墻變形、加筋層內力等的影響。
  3. In this experiment germination rate, stalk height, spike length, weight of thousand grains, quality of wheat and so on, were observed and compared under various petroleum concentration in soil

    實驗中採用不同含油濃度,分別對小麥的出苗率、有效分蘗數、株高、穗長、千粒重及品質進行了觀察比較。
  4. The result of experimentation on coupling effect of water and fertilizers on spring corn in the three gorges reservoir area indicate that water stresslead the effect low of highness and lai, and the most effect is made in shooting stage ; it has a significant positive correlation between the yield of corn and biomass, and hasn ' t none significant positive correlation between the yield of corn and the weight of roots ; the coupling effect of water and n is significant, but the coupling effect of water and k is not significant, the maximum yield of corn condition fitting - water and medium n, corn absorbs n has a threshold value during the growth, and using superfluous n is able to prick up soil drought and crop drought ; water is the leading factor which effects the yield of corn, next is n and k

    摘要三峽庫區春玉米盆栽水肥耦合試驗研究結果表明,水分脅迫導致玉米株高和葉面積指數降低,以拔節期受到影響最大;玉米產量與生物量呈顯著正相關關系,產量與根重無顯著正相關關系;水氮耦合效應顯著,適宜水分和中氮處理下玉米的產量最高,玉米生長發育對氮肥的吸收存在一定的閾值,過多施用氮肥會加劇土壤乾旱和作物乾旱,水和鉀耦合效應對玉米產量影響不顯著;水分是影響玉米產量的主導因素,其次是氮效應和鉀效應。
  5. Standard test method for density and unit weight of soil in place by the rubber balloon method

    用橡膠氣球法測定現場土壤密度和單位重量的標準試驗方法
  6. ( 2 ) in the thesis, some other important factors on the stability of subway foundation during earthquake are studied, for example, the intension of earthquake, the unit weight of the subway tunnel, the depth of the subway tunnel, the content of clay in sandy soil, and inputing different earthquake waves

    ( 2 )研究了對地鐵隧道地基的抗震穩定性有著重要影響的一些其它因素,例如,地震動強度、地鐵隧道的平均容重、地鐵隧道的埋深、砂性土中粘性土的含量以及不同的實測地震波等。
  7. Standard test method for density and unit weight of soil in place by the sand - cone method

    用砂錐法現場測定土壤密度和單位重量的標準試驗方法
  8. Based on the method of limitation analysis of soil plasticity, researching from the soil arching mechanism of soil - nailing retaining, the upper limit of the critical height of soil - nailing slopes and the minimum horizontal length from coping of the potential slide surface to the edge of deep excavation are obtained through the analysis to weight of soil and vertical loading and the mechanism of soil and soli - nailing acting reciprocally

    摘要基於土的塑性極限分析方法,以均質土坡為例,從土釘支護結構的準粘聚力理論出發,綜合考慮土體自重、坡頂的條形荷載,以及土釘與土體的相互作用的機理,推導出了土釘支護的臨界高度的上限值和潛在螺旋曲線滑動面在坡頂方向距基坑邊沿的最小水平距離解析表達式,可供基抗支護設計參考。
  9. The study area is located in wangdonggou, a small watershed in changwu county, shaanxi province. with the principles of combination of qualitative and quantitative analysis, macroscopic and microscopic analysis, the assessment indexes of soil erosion are selected through a series processes such as field investigation, soil sampling, physical and chemical properties analysis of soil, analysis of relations between the influencing indexes and soil erosion, statistics method, and so on. every index is divided into five grades according to the specific criterion, and its weight is drawn by ahp method

    本文以陜西省長武縣王東溝小流域為研究區,在堅持定性分析與定量分析相結合、宏觀與微觀相結合的原則下,通過實地野外調查和採集樣品,土壤樣品的理化分析,土壤侵蝕影響因素的分析,利用數理統計分析方法,篩選出了王東溝流域土壤侵蝕定量評價指標;並對這些指標進行土壤侵蝕評價等級的劃分及權重的確定,從而建立了評價指標體系。
  10. The fractal dimension of the mixed forests were lower than the pure forests and grassland, and the soil weight diameter of the mixed forests were higher than the pure forests and grassland, which indicated that the mixed forest had best soil structure property in stability infiltration and water - holding ; the soil total porosity and the soil noncapillary porosity were different greatly between forest types, but the soil capillary porosity had little differ

    混交林分分形維數均低於單純林與荒草地,土壤重量平均直徑均高於單純林與荒草坡,說明混交林土壤結構穩定性最好,土壤通透性較好,具有較高的水土保持功能;不同林分類型之間,土壤總孔隙度與非毛管孔隙度差異較大,而毛管孔隙度的差別較小。
  11. By precipitation data of 42 gansu stations of loess plateau in march to july from 1961 to 2000 year and the soil weight information of moisture content at 11 agricultural meteorology stations from build station to 2000 year in march to november

    摘要利用甘肅黃土高原42個氣象站1961 - 2000年3 ~ 7月降水量和11個農業氣象觀測站逐年3 ~ 11月上旬的土壤重量含水率資料,分析了甘肅黃土高原土壤水分的地域和時間分佈特徵。
  12. The circle of sliding surface should develop from the end of fracture down, and the weight of soil above the level of the end of fracture could be considered as up load. then the method according with this case is verified

    這種情況下,潛在滑動圓弧應從裂縫底端開始向下延伸,本文按照這一思想提出了適合黃土邊坡穩定性評價的計算方法,算例表明該方法較按單一的圓弧法更符合實際。
  13. With the method of the lie group transformation, the symmetry of the equation governing one dimensional finite strain consolidation is discussed and, from the point of the symmetry, the feasibility to obtain the analytical solution of these nonlinear partial differential equations is discussed. where - after exact or approximate analytical solutions focused on different consolidation problems are obtained, these including : under some assumptions of relations of the void ratio with coefficient of permeability and effective stress, the method of lie group transformation is applied to solve the non - linear partial differential equation of large strain consolidation of homogenous saturated clay soil in semi - infinite domain with the consideration of the material and geometrical nonlinearity during consolidation procession. the implicit exact solution without considering the effect of self - weight of soil is obtained

    運用lie群變換方法討論了一維大應變非線性固結方程的對稱性,以及在該對稱性的意義下求解這類非線性偏微分方程解析解答的可能性,並就大應變非線性固結問題的多種情況求得了其完整的或者近似的解析解答,具體包括:基於有效應力與孔隙比以及滲透系數與孔隙比之間的關系的一些假定,採用李群變換求解考慮材料非線性和幾何非線性的半無限均質土體大變形固結非線性偏微分方程,得到了一個不考慮自重固結的完全解析解。
  14. The self - weight of soil is an important factor affecting consolidation, and once it is taken into consideration, the consolidation becomes quicker and final settlement becomes larger. rheological property of soft soil contributes to delaying consolidation. the influences such as nonlinear variations of compressibility and permeability, rheological and layered properties of soil, self - weight and time - dependent loading are interacted each other and very complicated, and only they are all taken into consideration, can the consolidation behavior of soft soils be actually revealed

    研究表明:大、小應變固結理論的差異隨土壓縮性或荷載的增大而越趨明顯;土體自重是影響固結的一個重要因素,考慮自重要比不考慮自重固結快、最終沉降大;土的流變性增大將最終遲滯軟土地基的固結;土的壓縮性和滲透性的非線性變化、土的流變性、成層性、自重及變荷載等因素對固結的影響相互交織,錯綜復雜,在固結分析中對之綜合加以考慮,才能真實反映軟土的固結性狀。
  15. Numerical models were used to study how the infiltration into a slope varies with the rainfall intensity, rain fall duration, soil properties and how the infiltration influences the stability of a slope. a numerical program is coded to solve the transient seepage field by using the finite element and finite difference methods based on the saturated - unsatured soil seepage theory. a model for considering the variations of soil weight and shear strength is created / constructed and the corresponding program is coded

    本文針對受降雨影響顯著的非飽和殘積土土坡,運用飽和?非飽和土壤水分運動的理論和二維非穩態滲流有限元模型,模擬雨水入滲引起的暫態滲流場,將計算所得到的暫態孔隙水壓力分佈用於考慮了基質吸力影響的土坡穩定安全系數的計算當中,建立了考慮非飽和土土坡從雨水入滲到出現滑坡危險全過程的計算模型。
  16. We can reduce settlement in two ways : one is to reduce the weight of the road embankments using lightweight filling. and the other is to improve the soil ground such as forming composite ground to enhance the bear weight of the ground and reduce the settlement

    減小沉降可以從兩個方面入手:一是減小路堤的荷載,即採用輕質路堤填料;二是加固地基即形成復合地基,通過提高地基的承載力來達到減小沉降的目的。
  17. Based on matlab system, a multi - layer back propagation neural network model was developed, in which the effects of the depth from surface to the tunnel axis, tunnel diameter, groundwater level, as well as the elastic modulus, shear strength, side pressure coefficient and unit weight of soil and the space between excavated wall and lining on the ground subsidence were considered

    採用matlab系統開發了一個多層反向傳播神經網路模型,考慮了隧道的深度、隧道的直徑、地下水位、土的彈性模量、土的剪切強度、土的側壓系數、土的重度和開挖間隙對地表沉降的影響。
  18. When train running on the track, there has interaction between wheels and track, and the track will bend because of the weight of wheels. then, the bending waves will propagate to soil and around areas through the component of track structure, which can cause the second vibration on buildings

    而列車運行時,車輪和軌道之間存在著相互作用,由於輪重的作用使軌道產生彎曲變形,彎曲波就通過軌道各成分傳給地基土並向四周傳播,從而進一步誘發建築物的二次振動。
  19. The growth traits, as - tolerance and bioaccumulation of different pteris vittata genotypes, which were collected from different areas of china, were studied. the result showed that there was a remarkable difference in plant height, number of frond and sprout, fresh weight of above - ground parts and roots among different genotypes. plant height varied from 29. 6 to 68. 2 cm, frond from 13. 3 to 60. 0 per plant and sprout from 9. 0 to 65. 7 per plant, fresh weight of aboveground parts and soil ranged from 150 to 540 g and from 20. 3 to 94. 9 g per plant, respectively

    研究了分佈於我國不同地區的蜈蚣草基因型的生長特性、砷耐性和富集特性,結果顯示:蜈蚣草基因型間株高、羽葉數、芽苞數、地上部鮮重、根部鮮重均有顯著的差異,株高變化在29 . 6 - 68 . 2cm ,羽葉數變化在13 . 3 - 60 . 0個株,芽苞數變化在9 . 0 - 65 . 7個株,地上部和地下部鮮重分別變化在150 ? 540克株和20 . 3 - 94 . 9克株。
  20. The practice indicated that this method can reduce discrepancy settlement effectively, and enhance the bear weight of the ground. it is the effective foundation treatment of the deep soft soil ground

    實踐表明,其能有效的減小新老路基間的差異沉降,提高地基的承載力,處理效果明顯,質量可靠。
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