本文分析了深基坑开挖中的土压力计算问题。
This paper, analyzed the calculation of earth pressure on deep excavation.
该方法对刚性挡墙土压力计算具有理论价值。
So the present method is of theoretical value for studying the active earth pressure on rigid retaining walls.
一为什么说涵管上的土压力计算与施工方式有关？
A why he slipped end-over-end said the earth pressure calculation and construction is the way?
最后，提出了考虑变形和时间效应的土压力计算方法。
In the end, earth pressure model considering settlement and time effect is presented.
对于具体工程情况下的土压力计算，常采用近似的方法处理。
Approximate method was often adopted to calculate the earth pressure under the situation of the specific project.
当前设计中，一般引用挡土墙上土压力计算公式，导致设计十分保守。
In current designing, the soil pressure formulas for bulkhead wall are used usually, which make the design for the retaining structure conservative.
简单的方法，提出了一个合理的底向外转动刚性挡土墙的土压力计算。
A reasonable simple method was proposed to calculate the earth pressure on rigid retaining wall rotating outward about base.
基于塑性力学上限定理的土压力计算，在数值上可以通过单元集成法来实现。
Earth pressure calculation based on upper bound theorem of plasticity can be numerically performed by element integration method.
为了更准确的进行挡土墙设计，有必要对非极限位移时的土压力计算进行研究。
In order to design retaining walls more accurately, it is need to research the calculation of earth pressure with non-limit displacement.
同时，基于上海软土基坑的工程实践，提出了土压力计算的分布图式修正系数法。
And based on the practical foundation pit project of Shanghai, the method of amending coefficient of distribution graphics of earth pressure is presented.
土压力是作用在挡土结构上的主要荷载，土压力计算是挡土结构设计的重要内容。
Earth pressure is the main load on retaining structure, and the calculation of earth pressure on retaining structure is an important aspect in structure design.
对国内、国外两种不同土压力计算模式下悬扶壁式挡土墙的抗倾覆稳定性进行了分析。
The anti overturning stability of overhanging wall bulkhead has been analyzed under domestic and foreign different calculating modes of soil pressure.
本文对挡土墙填土的种类及相应的土压力计算方法进行了全面论述，对现场施工具有指导意义。
This paper states types of retaining wall back fill and relevant earth pressure calculation method, which is of direction significance for cast-in-palace construction.
总结土压力计算的研究成果，提出主动土压力的计算通式，分别对朗肯方法和库仑方法进行验证。
Based on the results of the earth pressure computation, the author puts forward a generalized computing equation and this equation was tested against Rankine method and coulomb method respectively.
从适用条件、侧向土压力计算、抗滑移稳定验算等几个方面探讨了扶壁式钢筋混凝土挡土墙的设计。
From the condition of acceptability, the calculation of lateral earth pressure, and the checking computation of anti-sliding stability, etc.
利用数值分析的手段给出了采用该法后结构物周边上压力的变化，及可供设计参考的土压力计算值。
Many important results are given by finite element method (FEM). Some useful information that can be used in design is obtained.
采用考虑位移的土压力计算方法计算环向土压力，得出首节管道和后续管节最大土体反力的计算公式。
By considering displacement for calculating circular earth pressure, the maximal earth counterforce formulas for the heading and the latter pipelines are deduced.
分析和验证结果表明，本文公式适用于包括上埋式和沟埋式在内的填埋式管道土压力计算的一般情况。
It is shown by the analysis and the verification that formula in this paper can be used to calculate the vertical earth pressure on conduit hidden by filling with soil including convexly and in gully.
分析和验证结果表明，本文公式适用于包括上埋式和沟埋式在内的填埋式管道土压力计算的一般情况。
It is shown by the analysis and the verification that formula in this paper can be used to calculate the vertical earth pressure on conduit hidden by filling with soil including convexly and in...
本文基于土的塑性上限理论，给出一种有限土体土压力的计算公式，并与朗肯土压力计算结果进行了对比分析。
In this paper, calculating formula for finite earth pressure is presented based on the upper bound theory of soil plasticity.
本文对于有限地面荷载作用下的多层土基坑提出了合理的土压力计算方法，并与梯形土压力分布模式进行了对比。
A new method of calculating soil pressure diagram for multi-layered soil excavation with finite surcharge is presented and the results are compared with those of the trapezoid soil pressure diagram.
为此本文根据实验研究的结果，建立了新的滑裂面计算模型，推导出了土压力计算公式，并被实测结果所验证，可供管道工程设计参考。
Accordingly, this paper constructs a new model of slipping interface and presents calculating formulas, which can be used as reference for that it has been validated bye...
为此本文根据实验研究的结果，建立了新的滑裂面计算模型，推导出了土压力计算公式，并被实测结果所验证，可供管道工程设计参考。
Accordingly, this paper constructs a new model of slipping interface and presents calculating formulas, which can be used as reference for that it has been validated bye...
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