固结状态的英文

• anchor behavior

• "固结"英文翻译    concretion; consolidation; i ...
• "状态"英文翻译    status; state; condition; st ...
• "半固结状态" 英文翻译 :    semi-solid state
• "半烧结状态" 英文翻译 :    semi sintered condition
• "冻结状态" 英文翻译 :    freeze mode; frozen state
• "高凝结状态" 英文翻译 :    hypercoagulability
• "烧结状态的" 英文翻译 :    assintered
• "联结状态标记" 英文翻译 :    interface status flag
• "中断冻结状态" 英文翻译 :    interrupt freeze mode
• "保持状态，冻结状态" 英文翻译 :    freeze mode
• "半烧结状态挤压" 英文翻译 :    extrusion under semi-sintered condition
• "冻结状态；冻结模式" 英文翻译 :    freeze mode
• "异步终结状态字" 英文翻译 :    asynchronous terminal status word
• "固结" 英文翻译 :    [地质学] concretion; consolidation; induration◇固结程度 degree of consolidation; 固结试验 consolidation; 固结土壤 consolidated soil; 固结性 concreteness; 固结作用 consolidation; solidification
• "斑结状" 英文翻译 :    maculese; maculose
• "结状发" 英文翻译 :    hair bun
• "结状肌" 英文翻译 :    ciliaris
• "球结状" 英文翻译 :    balling up
• "斑结状的" 英文翻译 :    knotted; spotted
• "斑结状岩" 英文翻译 :    maculese rock; maculose rock
• "共结状结构" 英文翻译 :    eutectic-like texture
• "花结状反应" 英文翻译 :    cockade reaction
• "绞结状的" 英文翻译 :    desmoid
• "结状神经节" 英文翻译 :    ganglion nodosum; nodosal ganglion; nodose ganglion; nodoseganglion; nodosum ganglion
• "结状生长物" 英文翻译 :    nodular growth

• Preliminary analysis of the soft soil consolidation state in fuzhou
  福州软土固结状态初步分析
• Preliminary study on soil self - weight consolidation and its consolidated state
  自重固结与土层的固结状态初探
• In the same consolidation status , similar properties of consolidation were observed for either vacuum consolidation or load consolidation
  在固结状态相同的情况下，真空固结和加载固结显示的固结性状基本一致。
• The distribution of negative pore - water pressure , the action of atmosphere pressure and the restraint of deformation determined the consolidation status of vacuum consolidation
  抽真空作用下试样的固结状态与情况与试样中负压分布、大气压的作用情况和变形约束条件等因素有关。
• This paper discusses the performance of load bearing under different boundary conditions by model test and finite element analysis . the x - side binding of the supporting surface connecting with up - side chord member of slice arch is the most important factor that affects membrane effect of the slab . the load bearig capacity of the slab with fixed end increased forty percent of the capacity of the simple - supported slab , because membrane effect of the slab with fixed end is remarkable
  本文通过模型试验和有限元分析，较深入地探讨了在不同边界条件下微弯板的受力性能，结果发现与拱片上弦杆连接的支承面有侧向约束条件是影响微弯板的薄膜效应最重要的因素，当该支承面为固结状态时，薄膜效应十分显著，其承载力比简支约束微弯板的承载力提高了约40 。
• Considering the similitude law for shaking table test , we study the test results and obtain some conclusions which are a ) generally , the silty soil in test box liquefies and the liquefied time has relation with the amplitude of acceleration , b ) when the intensity is on and above eight degree , the silty soil deposit will be liquefied dramatically , c ) the relationship of the pore water pressure is relevant to the cycle loading which represents when the cycle loading ranges from little to great , the relationship is represent as a concave curve , or else as a protruding curve and tends to stability . ( 3 ) based on the triaxial compression test and the resonant column test , some studies are made such as a ) the duncan - chang parameters of constitutive model , b ) the dynamic shear modulus ratio and c ) the damping ratio of the site soil deposits . in order to deal with the test data , a computer program is compiled
  ( 2 )利用小型振动台进行了k _ 0固结状态下粉土的振动液化模拟研究，通过分析正弦荷载作用下的试验资料，验证了粉土的孔隙水压力增长模式的合理性；从微分方程推导了基于土体振动台模型试验的相似律，并从模型实体、孔压时程曲线和相似律等方面做出了分析，得出了如下结论：在小型振动台试验中，模型箱中的粉土都发生了液化，液化的时刻和输入加速度幅值有关，而对频率的变化不太敏感；粉土在相当于8 9度地震烈度的加速度幅值作用下可能产生严重的液化；孔压的增长曲线形状与施加的荷载有关：当施加荷载为由小到大的形式时，曲线形状为上凹的曲线；当施加荷载为等幅的正弦荷载或荷载幅值由大到小时，曲线形状为上凸的曲线，且逐渐趋于稳定。
• The model can be used to satruated structural k0 normally consolidated clay . we can describe initial anisotropy ( k0 - consolidation ) by hardening differently , describe the structure of saturated structural k0 - consolidated loess , and describe the dilatancy . we can describe the main mechanical behaviours of saturated structural k0 - consolidated loess well by the model
  本文模型能较好地适用于初始状态为k _ 0固结状态的正常固结或弱超固结饱和结构性土，描述了初始应力各向异性(如k _ 0固结)的不等向塑性体变硬化，描述了饱和结构性k _ 0固结黄土的结构性，描述了剪缩性。
• Criterion method of settlement calculating is also introduced in this paper . after comparing the calculating value of criterion method with the data which measured in - site , this paper points out : ( 1 ) settlement brought by side deformation should be taken into account among the super soft silt groundsill in pearl river delta area ; ( 2 ) stress history has a great deal influence to the settlement , but the pre - consolidation pressure pc for the judgement of consolidation state of soil has no credibiliy which is gotten in laboratory
  此外，本文还简述了规范推荐的沉降计算方法，并运用已有的工程实测数据与规范方法计算值进行了比较，指出对于珠三角地区的超软弱地基。应考虑侧向位移引起的沉降；应力历史对沉降的影响较大，而判断土体固结状态指标的前期固结压力p _ c ，在试验室得出的数据并不可靠。