rigid foundation

Discussion About Some Questions in the Design of Rigid Foundation

刚性基础设计中的一些问题

Settlement analysis of rigid foundation considering time effect

考虑时间效应的刚性基础沉降分析

Settlement calculation of flexible piles for composite foundation with rigid foundation

刚性基础下柔性桩复合地基的沉降计算

Appraisal of Effect of Non - Rigid Foundation Vibration Isolation

非刚性基础隔振效果的评定

Finite Element Method for Designing of Cushion of Rigid Foundation Controlled by Stress Level

刚性基础按应力分布设置垫层的有限元分析

Study on Simplifying Dynamic Calculation of Fan Rigid Foundation

风机大块式基础简化动力计算研究

Vertical vibration of a rigid foundation on nearly saturated soil

准饱和土地基刚性基础的竖向振动分析

Vertical vibration of rigid foundation embedded in saturated soil

埋置于饱和地基中刚性基础的竖向振动

Vacuum preloading applied to soft soil of rigid foundation

刚性基础软土地基的真空预压处理

The critical edge load of composite ground reinforced by stone columns under rigid foundation

刚性基础下碎石桩复合地基临塑荷载的确定

Correction factors for vertical pressure beneath shallow rigid foundation block of bridge piers

桥梁墩台刚性基础底部竖向压应力的修正系数

The rigid foundation design must satisfy the limitation of the width height ratio of steps .

刚性基础设计必须满足台阶宽高比（刚性角）的限制。

An integral equation method is presented in this paper for the nonlinear analysis of beams on a rigid foundation .

提出了刚性地基梁非线性分析的积分方程法。

Consolidation analysis of cement-pile composite foundation under rigid foundation

刚性基础下水泥土桩复合地基固结分析

In addition , the dynamic response of a pier with rigid foundation or pier with elastic foundation is also analyzed .

此外还分析了刚性基础墩身和弹性基础墩身的动力响应问题。

A three-dimensional finite element model of three-span continuous slab bridge is established on the base of rigid foundation assumption .

建立一座三跨连续板桥三维有限元模型，基于刚性地基假定，首先分析了连续板桥的动力特性；

The dynamic response of silo mass on rigid foundation is stronger than that of single silo on rigid foundation .

刚性地基上群仓的动力响应大于单体仓的动力响应；

The Axisymmetric Mixed Boundary-Value Problem of the Vertical Vibration of a Rigid Foundation on Saturated Layered Soil Subgrade

上覆单相弹性层的饱和地基上刚性基础竖向振动的轴对称混合边值问题

And the additional stress and pile-soil stress ratio of pile group arranged at square for rigid foundation was calculated too .

对刚性基础下以正方形布置的群桩的附加应力和桩土应力比进行了计算。

The Corrected Coefficients for Calculating the Horizontal Deflection of Pier-Top with a shallow Rigid Foundation Block

桥梁墩台刚性基础顶面水平位移的修正系数

The theory and technology of composite ground under the flexible foundation often use the experience of the composite ground under the rigid foundation for reference .

目前对于路堤这类柔性基础下复合地基处理理论和技术通常是借鉴刚性基础下复合地基已有成果。

The theory system and design method of CFG pile composite foundation under the rigid foundation is relative consummate , and direct the project practice effectively .

刚性基础下CFG桩复合地基目前已形成了相对完整的理论体系和设计方法，并且有效地指导着工程实践。

The distribution of additional stress and displacement change of single-pile composite foundation for rigid foundation was calculated by the software of ANSYS .

采用ANSYS软件，计算得到了刚性基础下单桩复合地基的附加应力的分布和位移的变化规律。

Conducting vibration control studies , most of the existing structure control theory , built on rigid foundation assumption that ignore the pile-soil-structure interaction .

在进行振动控制研究时，现有结构控制理论大多建立于刚性地基的假设，即忽略桩-土-结构相互作用。

At present , the theory of rigid foundation composite ground is used to design the flexible foundation composite ground , and there are some unsuitable aspects .

由于目前柔性基础复合地基的设计计算采用的是刚性基础复合地基理论，因而存在许多不适之处。

It has been shown that over a suitable range the embedment depth of the rectangular rigid foundation reduces effectively the foundation settlement .

结果表明，矩形刚性基础的埋置深度在适当的范围内能有效降低基础的沉降；

Calculation method of foundation pressure of rigid foundation is used to calculate the change of vertical force on pile top induced by the error of a pile position .

将刚性基础基底反力的计算方法用于桩位偏差时各桩顶竖向力的计算。

However , embankment is regarded as a kind of flexible base in these projects , which is different from the assumption of rigid foundation of CFG pile composite technique .

近年来CFG桩复合地基技术在公路工程的软基处理中得到了应用，而在这些工程中路堤是一种柔性基础，与CFG桩复合地基技术的刚性基础假设不同。

The design of rigid foundation is according to the allowable value of aspect ratio of rigid foundation 's steps in the Code for design of building foundation ( GB 50007-2002 ) .

工程中对刚性基础的设计往往是通过《地基基础设计规范》GB50007-2002中刚性基础台阶宽高比的允许值来考虑的。

The calculation procedure on foundation pressure of rigid foundation is used to calculate the vertical load on pile top under asymmetric arrangement of piles , and corresponding computer program is developed .

本文将刚性基础基底反力的计算方法应用于布桩不对称时桩顶竖向荷载的计算，编制了相应的计算机程序，对桩基础设计具有实用价值。