研究成果对损伤区的检测和支护优化设计具有指导意义。
The research results can direct the detection of damage zone and support optimal design.
通过对武汉某一工程实例的分析，阐述了深基坑支护优化设计的重要性。
The paper expounds the significance of optimizing design on foundation pit supporting by a certain engineering case study in Wuhan.
基坑支护优化设计就是对方案空间和细部结构空间进行交替搜索的过程。
Thus , the optimization design of the retaining and protecting system is the procedure of alternative searching between these two spaces.
所得出的结论为嵌岩基坑支护结构设计优化和施工控制提供了理论依据和实践参考。
These conclusions provide theoretical basis and practical references for design optimization and construction control of such kind of deep pit.
隧道衬砌的受力分析结果为支护系统的优化提供依据，对同类工程的设计提供借鉴。
The results provide support for optimization and give references to future design and construction.
以位移控制为目标，通过调整锚杆的位置，对单支点桩锚支护结构的设计进行优化。
Finally, the design about the single fulcrum pile_anchor retaining structure is optimized by adjusting the position of anchor to make the displacement of the top end of the pile the smallest.
因此，设计的支护结构均偏安全，不利于控制工程成本，应根据工程实际情况进行适当优化。
Therefore, the retaining and protection structure of excavation should be properly optimized for the purpose of controlling engineering cost.
深基坑支护系统方案的优化设计是一个相当复杂的系统工程优化问题。
It is very difficult to optimize the bracing project of deep foundation pit.
通过初始设计的锚喷支护方案的对比和总结，提出可以改进的支护参数设计方案，经过调整支护参数得到优化的支护方案。
Through the contrast and summary on the bolting shotcrete support schemes that are initially designed, the optimal supporting proposal is obtained through the adjusting supporting parameters.
对锚杆受力进行原位监测，通过对数据进行研究、分析，可以了解土压力的大小和分布规律，这对于优化深基坑支护结构设计具有重要的实际意义。
So carrying on in-situ measurements of anchor's stress, the value and distribution of earth pressure will be investigated by analysis on actual data.
对锚杆受力进行原位监测，通过对数据进行研究、分析，可以了解土压力的大小和分布规律，这对于优化深基坑支护结构设计具有重要的实际意义。
So carrying on in-situ measurements of anchor's stress, the value and distribution of earth pressure will be investigated by analysis on actual data.
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