The result show that after the adjustment construction parameter deformation of the support in deep foundation pit tends to stably, achieves the deformation control the goal.
计算结果表明，调整施工参数后，基坑变形发展趋势趋于稳定，达到变形控制的目的。
The results show that: loess deep foundation pit have small deformation and small impact to the surrounding environment because the loess 'self-stability is very good.
结果表明：黄土深基坑由于黄土地层的自稳性很好，基坑变形较小，对周围的环境影响也较小。
The study shows that the method is feasible for deformation prediction in deep foundation pit engineering.
提出了深基坑变形预报的人工神经网络法，详细介绍了该方法的建模和应用实例。
The rule of deformation of round and deep foundation pit is significantly different from that of rectangular foundation pit.
圆形基坑的变形规律与矩形基坑有显著不同。
In deformation control design of deep foundation pit, many complicated factors influencing foundation pit deformation need to be considered.
深基坑变形控制设计中，要考虑影响基坑变形的因素非常多，各因素又很复杂。
The retaining structure deformation of the deep foundation pit is an important factor for the effect on the deformation of deep foundation pit.
深基坑支护结构变形的深基坑支护变形的影响是一个重要因素。
With the rapid development of social economy and urban construction, the deformation prediction of deep foundation pit construction has become one of the substantial issues of geotechnical project.
随着社会经济和城市建设的飞速发展，深基坑工程的变形猜测已成为岩土工程领域的重要研究课题之一。
By using the finite difference method FLAC3D, simulation model of deep foundation pit was established, and internal force and deformation of bracing structure were calculated.
运用有限差分法，采用岩土软件FLAC3D建立深基坑桩锚支护结构的仿真模型，并对支护结构中锚杆的内力与变形进行数值模拟。
It is feasible for using FLAC3D to simulate the anchor force and deformation of deep foundation pit bracing structure.
用FLAC3D数值模拟深基坑支护结构中锚杆的内力与变形是可行的。
It is feasible for using FLAC3D to simulate the anchor force and deformation of deep foundation pit bracing structure.
用FLAC3D数值模拟深基坑支护结构中锚杆的内力与变形是可行的。
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