地基承载力特征值

变形控制和强度控制确定地基承载力特征值的比较

Characteristic value of subgrade bearing capacity based on controlling settlement theory and controlling strength theory

基于变形控制思想提出确定地基承载力特征值的计算方法，通过与强度控制确定地基承载力特征值的比较，提出了强度控制和变形控制的统一。

Based on controlling settlement theory characteristic , a method is provided which can calculate the characteristic value of subgrade bearing capacity . Some comparisons are done between controlling settlement theory and controlling strength theory in order to achieve unification of the two .

勘察实践中地基承载力特征值的确定

Determination of Characteristic Values of Subgrade Bearing Capacity in Investigation Practice

数值方法确定地基承载力特征值的探讨

Numerical method to determine the standard values of the foundation bearing capacity

喷射搅拌水泥土桩复合地基承载力特征值研究

Study on the characteristic load bearing capacity of Jet-Mixing Cement-Soil pile composite foundation

对计算地基承载力特征值中抗剪强度指标取值方法的探讨

Investigation of Method for Obtaining Indexes ot Shear Strength in Calculating the Characteristic Value ot Foundation Bearing Capacity

在岩土工程勘察中，粘粒含量这一特殊指标常用于判别饱和砂土液化以及进行地基承载力特征值计算。

In geotechnical investigation , clay particle content is often used in identifying saturated sand liquefaction and calculating the characteristic value of foundation bearing capacity .

软土地基承载力特征值及变形参数的研究是岩土工程的主要研究内容之一。

The characteristic value of soft soil foundation 's bearing capacity and the deformation parameter are ones of the main researching contents in geotechnical engineering .

复合地基承载力特征值随载荷板尺寸增加而减小，减小幅度受场地特性影响较大。

The characteristic bearing capacity of composite decreases with the growth of size of loading plate and the properties of site have obvious effect on it .

比较了由载荷试验得到的筏板下群桩复合地基承载力特征值与理论公式计算得到的单桩复合地基承载力特征值之间的差别，并对复合地基的安全度作了分析；

The difference of composite foundation bearing capacity characteristic values was noticed , one coming from group pile load test under raft foundation , and the other coming from single pile composite foundation theory formula . Then the composite foundation safety was analyzed .

地下水位上升将降低地基土承载力特征值fa和软弱下卧层地基承载力特征值faz，并影响到地基换土垫层的处理设计；

When water rises , the characteristic value f_a of subgrade bear capacity and the characteristic value f_ ( az ) of subgrade bear capacity of weak underlying stratum will decrease , and the design of ground cushion treatment will be influenced .

本文针对公路工程的特点，通过对黄土地区地基实测载荷板资料的分析，确定了黄土地区公路地基承载力特征值的取值方法；

This paper exploits the determining way for the values of ground bearing capacity through analyzing the data of actual examination on load .