筏式基础的分析属于弹性地基上的薄板问题。
The analysis of raft foundation is a problem of thin plate resting on the elastic subgrade.
筏式基础的实际力学性状是非常复杂的，有很多影响因素。
The actual mechanical behaviour of raft foundation is very complex. There are many influencing factors.
重力式挡土墙建立在桥台的下游护坡上，墙的基础由桩和筏板构成。
The retaining-wall foundation is built on the downstream bank slope of the bridge abutment, which stability cannot meet the requirement of specification.
针对太原地区筏板基础施工图中设计构造方面存在的不足之处，提出了暗梁式筏板基础的新概念。
In view of deficiencies existing in design structures in raft foundation's working drawings in Taiyuan area, this paper advances a new concept of raft foundation with concealed beams.
与一般的筏板基础有所不同，由于有柱墩，有肋梁墩式筏板基础梁的内力需按变截面梁计算。
Different from general raft foundation, the inner force of ribbed beam is calculated as variable section because of the stump.
与一般的筏板基础有所不同，由于有柱墩，有肋梁墩式筏板基础梁的内力需按变截面梁计算。
Different from general raft foundation, the inner force of ribbed beam is calculated as variable section because of the stump.
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