In this paper , using the program ( epagpll ) , the bored testing pile group of the chinese architecture science and research institute at luokou area are analysised . the comparisons among analytical results of four constitutive models of soil are made , and the deformation of piles and soil , the soil resistance of the piles , the friction beneath cap , the aclinic displacement of the ground soil before piles and the failure pattern of pile group are discussed in detail 本文利用所编的程序，对上海地区竖向荷载作用下的单桩的流变效应进行了分析，并通过桩体位移?时间关系曲线，确定软土地基上竖直受力桩的承载力，分析了竖直受力桩的最终沉降量的大小，并结合《上海地区地基基础》地方规范就程序计算结果进行了对比。
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Finally , the controller working based on the combination of rbf neural networks and traditional pid control was applied to in aclinic kinetic machinery and lifting machinery of tower crane . the simulation of this controller was made using matlab , and the simulation results showed that the control system has some merits , such as quick response , little overshoot , well anti - jamming capacity , and little steady - state error , etc . both the dynamic property and static characteristic of this controller are better than traditional pid controller , and meet the tower crane 应用matlab对塔机的变幅和起升机构的运动控制进行仿真,仿真结果表明基于rbf神经网络整定pid的控制系统具有响应快、超调小及稳态误差小等优点,其动、静态性能优于单一pid控制,从而提高了塔式起重机工作机构的工作性能。
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