对沉降计算常用侧限压缩模量。
Oedometric modulus is generally used in settlement calculation.
应采用多种方法进行复合地基沉降计算。
Various methods should be taken in the settlement calculation of composite foundation.
提出了在填埋场沉降计算时考虑气压影响的必要性。
The gas pressure should be considered to calculate the settlement for landfills.
基础沉降计算是高等级公路建设中的一个难点问题。
The calculation of base sedimentation is a difficult issue in the construction of highway.
目前，复合地基沉降计算与控制仍然是设计和施工中的难题。
Now, the compound settlement of ground calculated and control still is difficult in design and construction.
提出了平面应变条件下复合地基沉降计算的复合本构有限元法。
In this paper, finite element method for the settlement of composite ground based on composite constitutive law is proPOsed on condition of plane strain.
根据原位土压板试验的P -S曲线来建立沉降计算的新方法。
Based on in-situ plate loading test P-S curve, a new settlement computation of the foundation is proposed.
设计沉沙池时，首先要解决的问题之一是悬移质泥沙沉降计算方法。
In the design of sand basin, the first problem is to select the calculation method of suspended silt deposition rate.
而这些正是进行湿陷性黄土增湿、减湿沉降计算时需要知道的问题。
This paper addresses these problems through in-situ testing study on infiltration in unsaturated loess.
本文根据桩土变形协调关系，提出疏桩基础沉降计算的二元联立方程组。
Through the coordinate deformation between soil and piles, this paper suggests that the dualistic simultaneous equations are used in solving the settlement for the sparse piled foundation.
地基沉降计算中压缩层厚度确定方法主要有应变控制法和应力控制法两种。
There are mainly two methods to determine compressed layer thickness in calculating foundation settlements, control strain method and control stress method.
介绍了工程中常用的复合地基型式、复合地基承载力和沉降计算实用方法。
Type of composite foundation, practical methods to calculate the bearing capacity and settlement of composite foundation were introduced.
结合地区经验对JCCAD沉降计算值进行修正，使基础设计更加合理。
By comparing with the empirical value of the actual engineering practice, revision was made in settlement calculation by JCCAD to make foundation design more reasonable.
为了进行可靠性设计，需要导得地基承载力及沉降计算的可靠性的计算方法。
In order that designs may be based upon reliability analysis, methods for reliability study of computed values of bearing capacity and settlement of foundation have been proposed.
文中提出的承载力取值和沉降计算是一套适合于我国大直径扩底桩的设计方法。
The way to value the bearing capacity and settlement calculation given herein are fit for the design of large diameter belled pile in China.
同时，该修正方法可应用到钻孔灌注桩及桩侧负摩阻力引起的基桩沉降计算中。
At the same time, the revised method can be used to calculate the settlement of a bored pile and that of a foundation pile caused by negative frictional resistance around the pile.
正是如此，本文主要研究了真空预压法处理软土路基时的沉降计算及预测问题。
Therefore, this paper mainly studies settlement calculation and forecast of soft soil subgrade by vacuum preloading.
刚性桩复合地基沉降计算应按现行国家标准，可采用分层总和法进行沉降计算。
According to the national codes, the settlement of the rigid pile combination foundation can be calculated by the method of the sum layered settlement.
工程实例的对比分析表明本文的沉降计算方法能够为工程设计提供合理的沉降量区间。
Comparative analysis of case history shows that calculation methods of settlement can give reasonable settlement interval for engineering design.
对堆载预压和真空预压加固中软土地基固结沉降计算值的合理修正方法作了分析和探讨。
A reasonable method to modify the calculated settlement of soft clayey foundation in superload and vacuum preloading consolidation is analyzed and discussed in this paper.
在有限元分析的基础上，给出了基于天然地基沉降计算的复合地基沉降计算方法及相应图表。
To compute its settlement, a representative segment method is developed and used in settlement analysis of composite foundation under embankment.
运用回归搜索迭代方法所得的蠕变规律为考虑材料粘弹性的高填方工后沉降计算提供了各项参数。
The creep curves were obtained by using regression and iteration analysis method, which make it possible to calculate the settlement after construction of high fill with viscoelastic parameters.
对高填方路堤地基的沉降计算，若不考虑施工过程，其计算结果与现场实测结果就存在很大的差别。
High fill embankment foundation settlement calculations, without considering the construction process, the calculated results with field test results there is a big difference.
搅拌桩地基沉降计算的准确性取决于搅拌桩复合地基中附加应力的分布，特别是下卧层应力的分布。
The accuracy of settlement calculation of composite foundation with mixing piles depends on the additional stress distribution in the foundation, especially in the subjacent bed.
提出了由地下连续墙-桩-箱或筏所构成的复合基础的沉降计算方法，该方法定义为二阶段沉降计算方法。
A settlement computation method to the composite foundation composed of slurry wall-pile-box or thick raft is proposed, which is defined in the paper as two-stage settlement computation method.
在前人研究成果的基础上，本文对搅拌桩的变形发生机理进行了研究，探求了搅拌桩复合地基沉降计算的合理方法。
Based on the previous research results, the deformation mechanism of mixing piles is studied and a proper method of settlement calculation is discussed and proposed.
基于弹性理论方法，结合分层总和法，编制了群桩沉降计算程序，并掘此对普通群桩和组合桩群桩性状和沉降计算进行研究。
Based on elastic methods and the layer-wise summation method, a program developed for settlement calculation of pile ground and combined composite foundation.
利用该归一化压缩曲线可计算不同初始干密度、不同应力范围下沙漠砂的压缩模量，并将其结果应用于沙漠地基的沉降计算。
We can calculate compressibility modulus of the desert sand from this Normalization compression curve and apply it to the settlement computation of desert foundation.
利用该归一化压缩曲线可计算不同初始干密度、不同应力范围下沙漠砂的压缩模量，并将其结果应用于沙漠地基的沉降计算。
We can calculate compressibility modulus of the desert sand from this Normalization compression curve and apply it to the settlement computation of desert foundation.
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