先行走后固定塔吊应立于轨道上，如后固定位置处于回填土上时，其基础作特殊处理，必须满足承载要求。
To walk after fixed tower crane should remain on track, such as fixed position in backfill soil, the foundation for special treatment, must meet the load requirements.
本文论述山区新填土边坡采用护坡桩与水平桥架组合基础的设计原理，并以工程实例说明其应用。
This paper deals with the design principles of comosite foundations of revetment pile and horizontal truss for embankment of soil slope in mountain area.
新干县城赣江防洪墙建造在松散的填土地基上，基础防渗性能极差。
The basic seepage-control function is very poor because Gangjiang flood-control wall of Xinggan Courty was built on the loose foundation.
建于深厚软土上的某铁塔因基础周边不均匀填土后产生了严重的不均匀沉降，经采用顶压法和掏土法对构筑物进行综合促沉纠偏，同时采用钢管桩法加固处理，实践表明效果良好。
Using the method of top pressure and out soil promoted a comprehensive rectifying deviation to the structure, and using of steel pipe pile method reinforced the base of the tower.
在大面积的填土地基上做桩基础，桩的负摩擦力的计算是桩基设计中的重要依据。
The calculation of pile negative friction is a important foundation for pile foundation design when pile foundation is in large area filled up ground.
最后部分，根据冲填土料的特性，提出两种建立在有效应力原理基础上的简易边坡稳定分析方法。
At last, according to the characteristics of hydraulic fill soils, two simplified methods based on the theory of effective stress are recommended for analysing the slope stability.
通过首次给出的涵洞、填土体、地基及基础共同工作机理模型，分析了公路涵洞的受力及其与土体的共同工作性状。
The model of working mechanics of culvert with groundsill and foundation is proposed. Based on the model, the behavior of culvert and soil is analyzed.
本文拟在总结已有研究成果基础上，对真空预压法加固吹填土地基进行了研究，并运用大型通用有限元软件ABAQUS对加固过程进行了有限元模拟。
Base on the existing research results, this paper make a study on it and do a simulation of the improvement process with the help of finite element software ABAQUS.
文章从心墙填筑填土料的安全渗透比降为基础，结合土坝的渗流计算，得出土坝心墙厚度的简便计算方法。
According to the safe slope ratio of earth-filled core wall and the seepage calculation of earth dam, a simple method to calculate the core wall thickness of earth dam is given.
高等级公路高填土涵洞的设计，关键是基础设计。
For design of high earth filling culvert of high-type highway, the key is the design of its foundation.
针对现有试验情况，对于不同的基础垫层、不同的圆筒内径及筒内不同的填土条件，进行了分析比较。
The computed results of FEA agree well with that of model test. The soil pressure and skin friction distributions on cylindrical structure are discussed in detail on the different conditions.
针对现有试验情况，对于不同的基础垫层、不同的圆筒内径及筒内不同的填土条件，进行了分析比较。
The computed results of FEA agree well with that of model test. The soil pressure and skin friction distributions on cylindrical structure are discussed in detail on the different conditions.
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