摘要
利用 VC++6.0 编译平台,通过编制可视化应用程序,对浅基础与桩基础的沉降统一计算模式进行了探讨。这一模式对计算荷载的确定、附加应力的计算及孔隙比的确定进行了统一,从而,不需要分别编制应用程序来计算浅基础与桩基础沉降,提高了编制应用程序的效率,数据输入、输出及沉降计算过程均通过可视化界面进行操作,计算过程简单方便,计算结果重复性好,具有很好的实际应用价值。
Using VC++6.0 and related visual program language ,a modal for calculating settlements of shallow and pile foundations is unified. In this model, the unification is made to determinate additional loads, soil’s stresses and void ratios. The calculation depth and each layerwise thickness would not be constrained. The programming procedure is more efficient than before. Data input and output, and calculating procedures are operated visually. It is shown that this unification is practical to compute foundation settlements.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2004年第z2期585-588,共4页
Rock and Soil Mechanics
关键词
沉降
统一计算模式
可视化编程
附加应力
孔隙比
settlement
unified model
visual programming
additional Stress
void ratio
