层状土的英文

• laminated soil

• "层"英文翻译    I storey; tier; stratum
• "状"英文翻译    form; shape
• "土"英文翻译    soil; earth
• "层状土壤" 英文翻译 :    stratified soil
• "层状土壤型" 英文翻译 :    stratigraphic soil type
• "层状" 英文翻译 :    banding; laminar; layered; stratiform
• "带状土" 英文翻译 :    striped ground; striped soil
• "粒状土" 英文翻译 :    granular soil
• "原状土" 英文翻译 :    natural soil; original soil; parent soil; undisturbed soil
• "波状土地" 英文翻译 :    undulating ground; undulating land
• "多孔状土壤" 英文翻译 :    cellular soil
• "非原状土样" 英文翻译 :    disturbed soil sample
• "黄土状土" 英文翻译 :    loess-like soil
• "晶状土壤" 英文翻译 :    crystalline soil
• "粒状土壤" 英文翻译 :    soil granular
• "泥浆状土" 英文翻译 :    muddy soil
• "石圈；环状土" 英文翻译 :    stone circle
• "梯状土蜗螺" 英文翻译 :    galba laticallosiformis
• "天然波状土" 英文翻译 :    self wallowing soil
• "团块状土壤" 英文翻译 :    crumbling soil; crumbly soil; crumby soil
• "细粒状土壤" 英文翻译 :    fine grained soil
• "岩石状土壤" 英文翻译 :    lithosol
• "原状土地" 英文翻译 :    undisturbed ground
• "原状土试样" 英文翻译 :    undisturbed sample
• "原状土样" 英文翻译 :    undisturbed sample; undisturbed soil sample

• Time domain analysis of vertical dynamic response of a pile considering the effect of pile - soil interaction
  层状土中考虑剪切变形的单桩水平振动解析解
• Horizontal vibration impedance of pile - groups considering allocated frequency - dependent axial forces in layered soil - field
  层状土中考虑频域内轴向力分担的群桩水平动力阻抗
• The whole dynamic finite - element analysis simplified based on 2d plane is performed to adapt engineering requires . the effect of both kinematic interaction and inertial interaction on pile - soil - structure systems within layered soil field is relatively comprehensively investigated . at the same time , the boundary effect of model , the horizontal dynamic features of piles and the nonlinear characteristic of slide and contact on the interfaces of pile - soil are considered too on the ground of no - element meshing technique applied for dimensional effect of piles in stratum - soils
  建立了以适应工程需要的基于二维平面动力分析的简化整体有限元模型；提出了能有效考虑桩尺寸效应的桩-土无单元划分技术，在考虑了模型的边界效应、桩基的水平动力特性和桩土界面的滑移、接触非线性行为的基础上，从时域内较为全面的研究了层状土域中桩基上下部结构的惯性相互作用和运动相互作用两种基本效应。
• Based on the current theory , a set of load transfer model is proposed and the formulas of calculating the load capacity of the pile embedded in homogeneous or layered soil with their program are derived herein . the good agreement between the results and in - site test data indicates that the proposed calculation theory is accurate and reliable which can calculate the axial load applied at pile top according to the settlement of the pile top and reflect the load transfer behaviour
  依照该模型，推导了均质土和层状土中的大直径灌注桩的竖向承载力的计算公式，得到了按桩顶沉降量控制基桩竖向承载力理论的解析解，并编写了计算程序，可根据桩顶沉降量直接得到作用在桩顶的竖向荷载。