均质土的英文

• homogeneous soil
• isotropic soil
• uniform soil

• "均质"英文翻译    homogeneity
• "土"英文翻译    soil; earth
• "非均质土 不均质土" 英文翻译 :    heterogeneoussoil
• "非均质土" 英文翻译 :    heterogeneous soil; inhomogeneous soil; non soil
• "非均质土坝" 英文翻译 :    zoned earth dam
• "均质土坝" 英文翻译 :    homogeneous earth dam; homogeneous embankment dam
• "均质土堤" 英文翻译 :    single zone embankment
• "均质土滑坡" 英文翻译 :    asequent landslide
• "均质土壤" 英文翻译 :    homogenized soil
• "均质" 英文翻译 :    homogeneity◇均质性 homogeneity
• "变质土" 英文翻译 :    metamorphic soil; solum
• "粗质土" 英文翻译 :    coarse soil
• "粉质土" 英文翻译 :    slitysoil
• "钙质土" 英文翻译 :    calcium soil; lime soil; terra calcis
• "灰质土" 英文翻译 :    adobe soil
• "胶质土" 英文翻译 :    soil colloids
• "矿质土" 英文翻译 :    mineral soil
• "砾质土" 英文翻译 :    chisley soil
• "铝质土" 英文翻译 :    allisol
• "钠质土" 英文翻译 :    sodium soil
• "轻质土" 英文翻译 :    light soils; light textured soil; light-textured soil; lightsoil
• "壤质土" 英文翻译 :    loamy soil
• "砂质土" 英文翻译 :    sand soil; sandy ground; sandy soil
• "沙质土" 英文翻译 :    sandy soil
• "石质土" 英文翻译 :    lithomorphic soil; lithosoil; lithosol; rock outcrop soil; rocky soil; stony soil; stonysoil

• A soil having a uniformity coefficient smaller than 2 is considered uniform .
  均匀系数小于2的土壤可视为均质土。
• The main original work is as the followings : 1 . longitudinal vibration of an integral pile in an uniform soil with end bearing boundary or elastic bottom boundary undergoing vertical harmonic load is theoretically investigated
  主要工作如下： 1 、分别对均质土中完整端承桩和弹性支承桩在垂直谐和激振力作用下的纵向振动特性进行了研究。
• 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
  运用lie群变换方法讨论了一维大应变非线性固结方程的对称性，以及在该对称性的意义下求解这类非线性偏微分方程解析解答的可能性，并就大应变非线性固结问题的多种情况求得了其完整的或者近似的解析解答，具体包括：基于有效应力与孔隙比以及渗透系数与孔隙比之间的关系的一些假定，采用李群变换求解考虑材料非线性和几何非线性的半无限均质土体大变形固结非线性偏微分方程，得到了一个不考虑自重固结的完全解析解。
• It takes good use of these two numerical computation methods merits and it is valuable for defmiting the computation model of pile ? oil ; at the same time , it builds the computation model of compound pile foundation and uses the software ansys which is about finite element to build the mechanics model . in regular quality soil , the result worked by this way has good unanimity with traditional results , so it applies us strong evidence for using the way which this article tells us to solve problems which is difficult to handle in compound pile foundation , such as irregular quality , layer quality of the soil . at last , taking foundation soil ' s measuring data of liaoning technology university ' s test building for example , and using the way this article tells us to build compution module , we solve the sharing ration of pile and loading board
  本文利用有限元与边界元耦合的方法求解桩土相互作用问题，充分利用两种数值计算方法的优点，对确定桩土相互作用计算模型是一次有益的尝试；同时建立了群桩相互作月的数学模型，并利用有限元分析软件ansys建立其力学模型，在均质土体中取得了与传统解答较好的一致性，从而为拓展利用本文所述建模方法，解决群桩作用机理研究中难以处理的土体成层、非均质等性质，提供了有力的根据；最后，以辽工大实验馆地基土实测资料为例，利用本文建模方法，求解出承台与桩的荷载分担比，对安全、经济地进行群桩基础设计具有重要指导作用和应用价值。
• Based on the solutions proposed herein , the longitudinal vibration properties of an integral pile in a uniform soil or layered soil , a pile with variable sections or variable modulus in a uniform soil are discussed respectively . the influence on the curves of complex stiffness , mobility and reflection wave of pile caused by soil modulus , the degree of pile defects , and the length and location of pile defects are emphatically discussed . 3
  利用所得解分别对均质土中完整桩、成层土中完整桩、均质土中变截面桩和均质土中变模量桩的纵向振动特性进行了分析，重点讨论了土层模量变化、桩身缺陷程度、缺陷段位置、缺陷段长度等因素对桩顶复刚度、速度导纳和反射波曲线的影响。
• At last , a 3d - fem model is used for a soil - nailed supporting system in a classical two - layer distribution . the spatial distribution of horizontal displacement is reached by the analysis . some other analyses are made for the different ratio of length of foundation pit and the effect of the ratio on the largest horizontal displacement of the slope is analyzed
  在边坡破坏模式研究中利用有限元方法对成都砂卵石地区典型的二元体土层基坑开挖进行了数值模拟，认为其破坏并不取均质土的圆弧破坏模式，而是一种折线形破坏模式，同时建议在喷锚网支护设计中锚杆长度的变化和极限平衡分析中考虑折线形滑动面。
• 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。
• The main original work includes : 1 . the interaction between an integral pile and a uniform visco - elastic soil layer with viscous damping or hysteretic damping is theoretically studied , and the pile response to a harmonic load is obtained in a closed form and used to define complex stiffness at the pile head . semi - analytical solution of the velocity response in time domain subjected to a semi - sine wave exciting force is also given
  主要工作包括： 1 、在考虑桩周土三维波动条件下，对滞回阻尼、粘性阻尼单层均质土中桩土纵向耦合振动问题进行了解析研究，分别得到桩顶位移、速度频域响应以及复刚度的严格解析表达，以及半正弦脉冲激振力作用下桩顶时域响应半解析解。
• In this thesis , based on the principles of hydraulic mechanics and soil mechanics , the change of effective stress in soil mass and the settlement of ground surface induced by dewatering during excavation both in homogeneous soil and in layered soil were studied . analytical formulas for calculating the settlement and the others were derived under the assumption that the seepage induced by dewatering is one - dimensional and vertical
  本文运用水力学和土力学的基本理论，在一维竖向渗流的假定下对均质土和成层土中基坑开挖降水引起的坑内外土中应力变化及周围地表沉降的计算方法进行了较深入的研究，推导了相应的地表沉降等计算公式。

• 均质土的日语：きんいつせいどじょう