摘要
本文通过分析表明,悬臂式钢板桩在达到稳定平衡极限状态时,板桩绕桩底以上距桩底约为十分之一人土深度处截面转动了一定的角度,板桩两侧土体均已进入塑性工作阶段.文中用电子计算机对板桩设计参数进行了计算,并将计算结果编成了表格,供设计时查用.
This paper shows, while a cantilever sheet pile reaches stable balance limit state, the sheet pile has turned a certain angle around the section that is about one tenth of the part under floor from bottom of the sheet pile, and the soil near the sheet pile has been put into plastic state. The paper calculated design parameters of sheet pile with computer, and converged the computed results into a table so as to be applied by designer.
