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.
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.
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.
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.
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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