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.
应用推荐