Through the spot test, the paper studies the forced mechanism of soil anchor bolting and lateral displacement of the foundation pit.
本文通过现场试验，研究土层锚杆支护的受力机理以及基坑壁的侧向位移。
Through finding, the anchor bolting process is a dynamic state to be forced, and got the variety law of anchor be forced and lateral displacement of the foundation pit.
通过研究发现，锚杆的受力是一个动态受力过程，并且得出了锚杆受力和基坑壁侧向位移的变化规律。
This paper puts forward a genetic programming method to find scientifically the function of side-slope lateral displacement in open-pit mines based on actual time-series data.
以时间序列实测数据为基础，提出了科学发现露天边坡变形位移函数的遗传规划方法。
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