按有效应力原理并用有限单元法分析砂土的液化过程是国际上近两年来出现的新动向。目前已发表的文献仅限于探讨—维应力状态的地基水平振动问题。
In recent two years there appears a new tendency to analyze the liquefaction of sand using FEM on the basis of the effective stress principle.
就木桩复合地基的竖向和水平抗滑承载力、沉降及有关施工问题作了较详细的分析与设计。
The problems of construction, bearing capacity in vertical and horizontal directions and settlement of timber-pile composite foundation are analyzed and solved.
通过实测资料和理论计算值的比较，提出了群桩水平地基系数的建议值。
Suggested values of pile group horizontal foundation coefficients are given through comparison between observation data and theoretical calculation values.
利用三维有限元计算弹塑性地基中不同基础在水平力与竖向力作用下交错桁架体系的变形与内力。
The three dimensions FEM is used to investigate the displacement and forces of staggered truss with different foundation in elastoplastic ground under horizontal and vertical loads.
本文研究结果还表明，地面水平振动信号也可以用来分析R波的弥散曲线和地基波速检测。
Further studies show that the horizontal vibration signal at the ground surface could also be used to get the R-wave dispersion curve.
该模型可以考虑变厚度筏板、厚筏、不规则筏板、异形基础及高层建筑主楼和裙楼的整体分析，同时计及地基和桩的水平约束作用。
The element is particularly suitable to analysis the raft with irregular thickness and shape, and the horizontal deformation of raft can also be considered if needed.
基础是置于地基上的底座，其作用是扩散基础上面的垂直荷载。承受水平荷载的底座一般称为拱座。
Foundations are bases placed on the ground so as to spread a vertical load over it. Bases which carry horizontal load are usually called abutments.
竖向固结系数与水平向固结系数间的互相关性对砂井地基固结的概率特性有一定程度的影响。
Furthermore, the effects of vertical consolidation, radial consolidation and sand drained foundation on the sensitivity of uncertainty are investigated.
本文基于层状半空间理论处理了位于层土地基上的重力式海洋平台沉箱基础的水平、摇摆耦合的动力反应问题。
In this paper, the dynamic response of horizontal and rocking coupling caisson foundation of gravity offshore platform on layered soil is discussed on the basis of the layered semi-space theory.
水平地基的变形大致对称于线路中心线，斜坡地基的变形集中在下坡一侧边坡下；
The deformation of level foundation is generally symmetric of road central line and the deformation of slope foundation is mainly concentrated on the border side of the declivity.
通过正交试验考察了成熟湿地基质在选定的影响因素及水平下的氮释放量。
Under the selected factors and levels, nitrogen release quantity from the mature substrate of wetland was investigated by orthogonal experiments.
利用子结构分析方法和文克尔地基横向反力模型，建立了水平荷载下场高层框架结构。 桩基础-地基的共同作用分析模型。
With Substructural Analysis Method(SAM) and Windler foundation model of lateral reaction, an interaction analysis model of frame structure-pile foundation-soil under lateral load is established.
文中提出了利用考虑地基土水平基床系数修正的杆系有限元法进行加固后深基坑变形计算。
This paper puts forward a deformation calculation method based on the modified horizontal coefficient of subgrade reaction.
考虑上部结构、地基和基础共同作用，认为地基对结构有水平刚度和竖向转动刚度。
The foundation of the structure has horizontal and vertical and rotation bound by considering the common role among the upper part of the structure, the foundation and basis.
基地基本是水平的并且暴露在邻居面前，从公路的南侧和西侧可以看得到。
The plot is generally level and exposed to the neighbour and views from the public roads to the south and west.
对软土地基中的微型桩单桩及群桩进行了水平荷载试验，并对试验结果进行了分析。
Prototype testing study is made on single micropile and micropile groups under lateral loading in soft soil.
研究表明，水平向渗透系数和加载速率对复合地基固结有重要影响。
It is shown that the consolidation process of the composite ground is much more affected by both horizontal permeability coefficient and loading rate.
根据桩身变形、内力和地基抗力的测试结果分析了大直径嵌岩桩的水平承载特性、桩岩共同作用性状及套箱填砂对深水嵌岩桩水平承载力的影响。
The horizontal capability and deformation of the large diameter rock-socketed piles were analyzed from the measured results of displacement and internal force of piles.
防止马匹在地上挖地基，有助于保持地板的水平。
Prevents horses from digging at the floor and helps to keep the floor level.
同时，为简化大型通用软件中地震波的输入，提出了适合于黏性边界条件下水平成层地基中垂直入射地震波的输入方法。
With this method, wave input can be processed directly in different kinds of software by means of one numerical model without assistance from any other professional program.
不同浅层地基处理法下PHC管桩水平承载性状对比尚缺乏研究。
The behavior of PHC pipe piles under lateral load is lack of research now.
不同浅层地基处理法下PHC管桩水平承载性状对比尚缺乏研究。
The behavior of PHC pipe piles under lateral load is lack of research now.
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